136 137 138gis.dot.nh.gov/bridge_plan/151-181-winchester.2013-8-asb.pdfmid = middle min = minimum ns...
TRANSCRIPT
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
PLAN
SCALE: 1" = 10’-0"
SCALE: 1" = 10’-0"
ELEVATION
* = RADIAL DIMENSION
1. DRAINAGE AREA: 330 SQUARE MILES
2. DESIGN FLOOD: 7930 CFS
3. DESIGN VELOCITY: 3.0 FPS
4. DESIGN FLOOD HEIGHT: 22.4 FEET OF WATER TO ELEVATION 452.5
5. BRIDGE WATERWAY OPENING: 2690 SQ. FT. BELOW Q100 ELEVATION
HYDRAULIC DATA
SUBDIRECTORY
BRD\BRSITE 12906Genplan
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
GENERAL PLAN AND ELEVATION
151\181 12906
1 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10917------------
5/13SMG
SMG 8/11
8/11SRL
AS NOTED
136 137 138
PC 135+43.85
F.G. EL. 469.66
STA. 135+76.00
F.G. EL. 470.24
STA. 136+33.63
F.G. EL. 471.34
STA. 137+43.63
F.G. EL. 471.91
STA. 138+01.02
(EXP)
À BRG. ABUT. A
(EXP)
À BRG. ABUT. B
(EXP)
À BRG. PIER 1
(EXP)
À BRG. PIER 2
ALONG CONSTRUCTION CHORD
57’-6" C-C BRG
ALONG CONSTRUCTION CHORD
57’-6" C-C BRG
ALONG CONSTRUCTION CHORD
110’-0" C-C BRG
(TYP)
FACE OF RAIL
(TYP)
FACE OF CURB
À CONSTRUCTION
CONSTRUCTION CHORD
* 1’-3�"
MAX. OFFSET
SLAB (TYP)
3’-0" SLEEPER
ı
39’-
0"
OU
T-
TO-
OU
T
ı
17’-
6"
ı
17’-
6"
(T
YP)
ı
6"
(T
YP)
ı
2’-
0"
(TYP)
7°-00’-00" SKEW
RI
VE
R
AS
HU
EL
OT
NH ROUTE 10 (RELOCATED)
TO SWANZEY
TO WINCHESTER
1� :1
1� :1
2:1
3� :1
2:1
3:1
1� :1
1� :1
3:1
1� :1
N
1� :1
E = 16.94’
L = 821.92’
R = 5000.00’
T = 411.89’
˙ = 9°-25’-06.6" RT
E = 800460.68
N = 125489.63
PI= 139+55.74
Curve No. 2
APPROACH SLAB
20’-0" MIN
(TYP)
1� :1
1� :1
1� :1
1� :1
1� :1
1� :1
1� :1
1� :1
EL. 451.5
łEL. 452.5
ø
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
DESIGN LOADS, MATERIALS AND SPECIFICATIONS
1. DESIGN LOADING: HL-93
2. DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN (LRFD)
NHDOT 2010 STANDARD SPECIFICATIONS AS AMENDED
3. SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2012 AS AMENDED
AND WINGWALL CAPS.
APPROACH SLAB DOWELS, ABUTMENT DIAPHRAGMS, SLEEPER SLABS,
EPOXY COATED BARS: DECK, BRUSH CURBS, APPROACH SLABS,
5. REINFORCING STEEL: AASHTO M31 (ASTM A 615) GRADE 60
ZONE = 1
SITE CLASS = D
8. SEISMIC: PEAK GROUND ACCELERATION (PGA) = 6.4%
SET OF EXISTING PLANS WILL BE FORWARDED TO THE CONTRACTOR UPON REQUEST.
OFFICE, DURING THE BIDDING PERIOD. AFTER THE CONTRACT HAS BEEN AWARDED, A COMPLETE
1. EXISTING PLANS (FILE NO. U-33) MAY BE VIEWED AT THE NHDOT, BUREAU OF BRIDGE DESIGN
NOTED.
3. ITEM 585.21, STONE FILL, CLASS B (BRIDGE), SHALL BE 2’-0" THICK, UNLESS OTHERWISE
4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED �", UNLESS NOTED OTHERWISE.
PERMIT THE STATE TO TEMPORARILY RELOCATE THE AFFECTED MARKER.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER SUFFICIENTLY IN ADVANCE OF THE WORK TO
POINTS MUST NOT BE DISTURBED. WHEN THE WORK CALLED FOR INVOLVES DISTURBING A DISC,
5. ALL EXISTING BRONZE DISCS REPRESENTING STATE BENCHMARKS OR SURVEY TRIANGULATION
7. FOR BORING NOTES, SEE BRIDGE SHEET 7.
9. FOR DECK SLAB ELEVATION NOTES, SEE BRIDGE SHEET 27.
BRIDGE REMOVAL NOTES
REMOVAL OPERATIONS.
DOCUMENTATION, IN ACCORDANCE WITH SECTION 105.02, PRIOR TO THE COMMENCEMENT OF ANY
1. THE CONTRACTOR’S METHOD FOR REMOVAL OF THE EXISTING BRIDGE SHALL BE SUBMITTED FOR
ROADWAY AND BRIDGE CONSTRUCTION SECTIONS 207 AND 504 AS APPROPRIATE.
BE COMPLETELY REMOVED UNDER THE PROVISIONS OF NHDOT STANDARD SPECIFICATIONS FOR
4. THE EXISTING BRIDGE SUBSTRUCTURES WITHIN THE BRIDGE AND CHANNEL EXCAVATION SHALL
FOR ROAD AND BRIDGE CONSTRUCTION SECTION 502.
EXCAVATION SHALL BE REMOVED UNDER THE PROVISIONS OF NHDOT STANDARD SPECIFICATIONS
5. THE EXISTING BRIDGE SUBSTRUCTURES OUTSIDE THE LIMITS OF BRIDGE AND CHANNEL
ACCESS FOR BRIDGE CONSTRUCTION
PROVISIONS FOR ADDITIONAL INFORMATION.
MAINTENANCE, AND REMOVAL OF ANY TEMPORARY ACCESS BY THE CONTRACTOR. SEE SPECIAL
1. ITEM 500.02, ACCESS FOR BRIDGE CONSTRUCTION, SHALL CONSIST OF DESIGN, CONSTRUCTION,
PILE NOTES
REQUIRED.
ABUTMENT PILES SHALL BE HP12x84. PIER PILES SHALL BE HP12x53. PILE POINTS ARE
2. STEEL H-PILES SHALL CONFORM TO AASHTO M270, GRADE 50 (ASTM A 709, GRADE 50).
OF THE CONTRACTOR’S DRIVING SYSTEM.
WITH SECTION 510 TO VERIFY THE NOMINAL GEOTECHNICAL RESISTANCE AND THE ACCEPTABILITY
0.45. THE DEPARTMENT WILL CONDUCT PILE DYNAMIC ANALYZER (PDA) TESTS IN ACCORDANCE
RESISTANCE EQUAL TO THE MAXIMUM FACTORED LOAD DIVIDED BY A RESISTANCE FACTOR OF
3. THE PILE SHALL BE DRIVEN IN ACCORDANCE WITH SECTION 510 TO A NOMINAL GEOTECHNICAL
PIERS 1 & 2 = 82 FT
ABUTMENT B = 92 FT
ESTIMATED PILE LENGTHS: ABUTMENT A = 85 FT
PAID FOR AS EXTRA WORK.
4. PILE LOADING TEST SHALL BE MADE ONLY IF DIRECTED BY THE ENGINEER, AND SHALL BE
7. PILE LAYOUT DIMENSIONS ARE GIVEN AT THE BOTTOM OF THE STUB ABUTMENT OR FOOTINGS.
8. PLACE REINFORCING STEEL TO CLEAR PILES.
9. A PILE SPLICE SHALL NOT BE LOCATED WITHIN 25 FEET OF THE PLANNED TOP OF PILE.
BELOW THE TOP OF THE PILE, OUT OF THE WATER AT ALL TIMES.
THE ATTACHED STRAIN GAUGES AND ACCELEROMETERS, WHICH ARE USUALLY PLACED 3 FEET
10. THE PIER PILE USED FOR PDA TESTING SHALL HAVE EXTRA LENGTH ADDED AS NEEDED TO KEEP
COFFERDAMS
IN ACCORDANCE WITH SECTION 105.02.
SHALL SUBMIT STAMPED WORKING DRAWINGS AND CALCULATIONS FOR REVIEW AND DOCUMENTATION
PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW HAMPSHIRE. THE CONTRACTOR
1. ALL ITEMS COVERED UNDER SECTION 503 OF THE SPECIFICATIONS SHALL BE DESIGNED BY A
SHALL BE INCLUDED IN ITEM 503.201.
IN ITEM 503.201, COFFERDAMS. ALL WORK REQUIRED TO MAINTAIN A DEWATERED CONDITION
ALL COSTS FOR MATERIALS, INSTALLATION, MAINTENANCE, AND REMOVAL SHALL BE INCLUDED
CONDITIONS AT THE TIME OF CONSTRUCTION AND THE CONTRACTOR’S METHOD OF DEWATERING.
FILLS. STEEL SHEETING MAY BE REQUIRED DEPENDING ON THE AVERAGE RIVER LEVEL
ADEQUATELY DEWATER THE FOOTING EXCAVATION AND TO CONSTRUCT THE PIERS AND STONE
2. COFFERDAMS ARE REQUIRED AT EACH PIER LOCATION TO CONTROL THE RIVER INFLOW AND
THE FOOTING SUPPORT LIMITS AND PROPERLY FILTERED TO PREVENT THE PUMPING OF FINES.
PREVENT DISTURBANCE OF THE BEARING SOIL. PUMPING AREAS SHALL BE LOCATED OUTSIDE
3. CONTROL OF WATER WITHIN THE COFFERDAMS SHALL BE CONDUCTED IN SUCH A MANNER AS TO
EXPENSE OF THE CONTRACTOR.
A DEWATERED CONDITION SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL AT THE
4. ANY FOUNDATION SOIL WEAKENED AS A RESULT OF INSUFFICIENT CARE TAKEN IN MAINTAINING
5. THE CONTRACTOR SHALL BE REQUIRED TO POUR SUBSTRUCTURE CONCRETE IN THE DRY.
OF THE SURROUNDING WATER TABLE, UNLESS OTHERWISE DIRECTED.
6. DEWATERING SHALL BE CONTINUOUS UNTIL SUBSTRUCTURES ARE BACKFILLED TO THE ELEVATIONS
APPROVED FOR THE PROJECT.
FOUNDATIONS SHALL BE LOCATED WITHIN THE LIMITS OF WORK SHOWN ON THE WETLANDS PERMIT
7. ALL MEANS AND METHODS ASSOCIATED WITH HANDLING WATER DURING CONSTRUCTION OF
PILE DRIVING ON THE COFFERDAM STABILITY.
8. THE COFFERDAM DESIGN SHALL ACCOUNT FOR THE EFFECTS OF UNBALANCED EARTH PRESSURE AND
IN ITEM 503.201.
AND METHOD OF CONSTRUCTION. ALL COSTS FOR THIS SUPPORT SYSTEM SHALL BE INCLUDED
APPROXIMATE AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE THE CONTRACTOR’S MEANS
BRIDGE. THE LOCATION AND LIMITS FOR TEMPORARY SUPPORTS DETAILED ON THE PLANS ARE
PROTECTION OF EXISTING BRIDGE FOUNDATIONS DURING CONSTRUCTION OF THE PROPOSED
9. SHEETING OR A SUPPORT SYSTEM SHALL BE REQUIRED FOR MAINTENANCE OF TRAFFIC AND
FOOTING NOTES
REMOVED OR SPLIT TO PROVIDE A LEVEL BEARING SURFACE.
1. PROTRUDING BOULDERS OR COBBLES ENCOUNTERED AT THE FINAL EXCAVATION DEPTH SHALL BE
2. FOOTING CONCRETE SHALL BE PLACED IN THE DRY.
ABUTMENT AND WINGWALL NOTES
SHALL BE CENTERED OVER THE BEARING SEAT CONSTRUCTION JOINT.
2. ITEM 538.2, BARRIER MEMBRANE, PEEL AND STICK - VERTICAL SURFACES (F), 2’ WIDE,
3. SHEAR KEYS SHALL BE 3" HIGH BY ONE-THIRD THE WIDTH OF THE WALL, CENTERED.
ABUTMENT.
5. THE TOP OF APPROACH SLAB SHALL BE THE SAME ELEVATION AS THE TOP OF ABUTMENT AT THE
PIER NOTES
(PIER SUBFOOTING), IN THE DRY.
1. THE CONTRACTOR IS REQUIRED TO POUR ALL PIER CONCRETE, EXCEPT FOR FOUNDATION SEAL
AS THE RIVER UNTIL THE FOUNDATION SEAL (ITEM 520.6) IS IN PLACE AND CURED.
2. WATER LEVELS WITHIN THE COFFERDAM AT THE PIER SHALL BE MAINTAINED AT THE SAME LEVEL
THICK (MINIMUM).
THE TREMIE SEAL, ITEM 520.6, SHALL BE POURED TO ELEVATION 423.0 AND SHALL BE 4’-0"
3. FOUNDATION FOR THE PIER SHALL CONSIST OF A SPREAD FOOTING ON A CONCRETE TREMIE SEAL.
SUBMITTED TO THE BUREAU OF BRIDGE DESIGN FOR APPROVAL IN ACCORDANCE WITH 105.2.
OF SAFETY FOR THE SEAL SHALL BE 1.10. THE USE OF A HIGHER VENT ELEVATION SHALL BE
ELEVATIONS HIGHER THAN ELEVATION 437 WILL REQUIRE A DEEPER SEAL POUR. THE FACTOR
4. THE DESIGN MAXIMUM VENT ELEVATION FOR THE TREMIE SEAL COFFERDAM IS 437. VENT
PEDESTALS, WITH ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE).
5. COAT ALL SURFACES OF THE PIER ABOVE THE FOOTING, INCLUDING THE BEARING SEAT AND
REINFORCEMENT NOTES
OTHERWISE NOTED.
CLEAR COVER. ALL OTHER REINFORCEMENT SHALL HAVE 2�" MINIMUM CLEAR COVER, UNLESS
1. REINFORCEMENT IN THE BOTTOM OF FOOTING AND APPROACH SLABS SHALL HAVE 3" MINIMUM
BEARING ANCHOR BOLTS.
2. PLACE REINFORCING STEEL TO AVOID GIRDERS, RAIL POST ANCHOR ASSEMBLIES, PILES, AND
SYM = SYMMETRICAL TYP = TYPICAL E = EPOXY COATED
SECT = SECTION SP = SPACE SPL = SPLICE
MID = MIDDLE MIN = MINIMUM NS = NEAR SIDE
FS = FAR SIDE MAX = MAXIMUM MC = MECHANICAL CONNECTOR
CL = CLEAR DOW = DOWEL EQ = EQUAL
4. REINFORCING LEGEND: ALT = ALTERNATE BOT = BOTTOM BRG = BEARING
(STRENGTH V).
MAXIMUM FACTORED COMPRESSIVE AXIAL LOAD IS 201 KIPS
PILE POINTS (AASHTO M270, ASTM A709 GRADE 50)
PIER: FOOTING SUPPORTED ON BEARING PILES HP12x53 WITH APPROVED
COMPRESSIVE AXIAL LOAD IS 281 KIPS (STRENGTH I).
(AASHTO M270, ASTM A709 GRADE 50) MAXIMUM FACTORED
BEARING PILES: HP12x84 WITH APPROVED PILE POINTS
SUPERSTRUCTURE.
4. FOUNDATION DATA: ABUTMENTS: CONCRETE STUB ABUTMENTS ON PILES INTERGRAL WITH
GENERAL NOTES
AT ABUTMENTS FOR BENT CAPS SUPPORTED BY PILES AND AT PIERS FOR PILE GROUPS.
6. PILE LOCATION AND ALIGNMENT TOLERANCES SHALL CONFORM TO SECTION 510.3.6.4 REQUIREMENTS
2 FEET FROM THE OUTSIDE EDGE OF THE CONCRETE BARRIER.
GUARDRAIL, THE CREST OF EXCAVATED BACKSLOPES SHALL BE OFFSET A MINIMUM OF
C) FOR CASES WHERE CONCRETE TRAFFIC BARRIERS ARE USED IN PLACE OF EXISTING
CONFIGURATION.
THE GUARDRAIL AND THE EXCAVATED BACKSLOPES SHALL BE MAINTAINED IN ITS ORIGINAL
8 FEET FROM FACE OF EXISTING GUARDRAIL. THE EXISTING GROUND SURFACES BETWEEN
EXCAVATION, THE CREST OF EXCAVATED BACKSLOPES SHALL BE OFFSET A MINIMUM OF
B) FOR CASES WHERE THE EXISTING GUARDRAIL IS USED FOR TRAFFIC BARRIER ABOVE THE
STABILITY AT 1.5H:1V.
SHALL BE USED IF THE CONTRACTOR’S CALCULATIONS INDICATE INSUFFICIENT SLOPE
A) THE EXCAVATION BACKSLOPE SHALL BE NO STEEPER THAN 1.5H:1V. A FLATTER BACKSLOPE
BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF ALL EXCAVATION BACKSLOPES.
OR IN-PLACE OF A COFFERDAM SHALL MEET THE FOLLOWING CRITERIA. THE CONTRACTOR SHALL
11. EXCAVATION OF BACKSLOPES BELOW IN-SERVICE ROADWAYS THAT ARE USED IN COMBINATION WITH
MATERIAL. ALL COSTS SHALL BE INCLUDED IN ITEM 544.2.
3. ALL EPOXY COATED BARS CUT TO FIT SHALL BE TOUCHED UP WITH AN APPROVED EPOXY COATING
6. THE EXISTING SOUTH ABUTMENT AND WINGWALLS SHALL REMAIN IN PLACE.
PIERS = 101 TONS PER PILE
1. MAXIMUM FACTORED PILE LOAD: ABUTMENTS = 141 TONS PER PILE
SPLICES WILL BE PAID UNDER ITEM 510.9.
WITHIN THE ESTIMATED LENGTH WILL BE PAID UNLESS ORDERED. APPROVED ADDITIONAL PILE
EXCEED THE ESTIMATED LENGTH WILL BE PAID. NO PAYMENT FOR ADDITIONAL PILE SPLICES
5. ONE SPLICE PER PILE WITHIN THE ESTIMATED LENGTH AND SPLICES REQUIRED FOR PILES THAT
CONCRETE SURFACES OF ABUTMENTS AND WINGS TO 1’-0" BELOW FILL LINES.
1. ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE), SHALL BE APPLIED TO ALL EXPOSED
CONSTRUCTION JOINT), AND DECK PANELS (OPTION)
DECK, BRUSH CURBS ON DECK, ABUTMENTS (ABOVE BEARING SEAT
ITEM 520.70026, CONCRETE BRIDGE DECK (QC/QA) (PANEL OPTION) (F)
TREMIE SEAL (FOUNDATION SEAL PIERS 1 & 2)
ITEM 520.6, CONCRETE CLASS T, FOUNDATION SEAL
APPROACH SLABS AND SLEEPER SLABS (INCLUDES BRUSH CURBS)
ITEM 520.0302, CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F)
SEAT CONSTRUCTION JOINT)
WINGWALLS, WALL PIERS, AND ABUTMENTS (BELOW BEARING
ITEM 520.12, CONCRETE CLASS A, ABOVE FOOTINGS (F)
PIER FOOTINGS
7. CONCRETE: ITEM 520.213, CONCRETE CLASS B, FOOTINGS (ON SOIL) (F)
FOR THE APPROACH SLABS (EXCLUDES COPINGS ON APPROACH SLABS).
1. ITEM 544.7, SYNTHETIC FIBER REINFORCEMENT (F), SHALL BE ADDED TO THE CONCRETE USED
FASTENERS, DRIP BARS, AND PIER NOSE ARMOR.
THE GIRDERS, CROSS FRAMES, GUSSET PLATES, CONNECTION PLATES, SPLICE PLATES, STIFFENERS,
1. ALL STRUCTURAL STEEL SHALL BE PAID UNDER ITEM 550.1, STRUCTURAL STEEL (F), INCLUDING
SUBDIRECTORY
BRD\BRSITE 12906Notes
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
NOTES (1 OF 2)
151\181 12906
2 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10918------------
5/13SMG
SMG 3/12
3/12SRL
AS NOTED
6. STRUCTURAL STEEL: AASHTO M270, GRADE 50W (ASTM A709, GRADE 50W)
OF WORK BEING PERFORMED.
STRUCTURES OR OTHER SUCH APPROVED METHODS, SHALL BE SUBSIDIARY TO THE APPROPRIATE ITEMS
INTO THE WATERWAY. ALL COSTS INCLUDING ERECTION, MAINTENANCE AND REMOVAL OF TEMPORARY
2. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT DEBRIS DOES NOT FALL
6. FOR SURVEY LAYOUT, SEE BRIDGE SHEET 4.
8. FOR HYDRALIC DATA, SEE BRIDGE SHEET 1.
10. FOR SLEEPER SLAB EXPANSION JOINT NOTES, SEE BRIDGE SHEET 31.
ALL COSTS SUBSIDIARY TO ITEM 500.02.
PLACED UNDER ALL TEMPORARY FILLS TO MINIMIZE DISRUPTION OF NATIVE SOILS AND VEGETATION.
PERMIT AND WITHIN EASEMENTS SHOWN IN THE SITE PLANS. A GEOTEXTILE FABRIC SHALL BE
2. TEMPORARY FILLS SHALL ONLY BE ALLOWED WITHIN WETLAND IMPACT AREAS SHOWN IN THE WETLAND
THE RIVER. ALL COSTS INCLUDED IN ITEM 503.201.
AS LITTLE AS POSSIBLE AND USE NECESSARY PRECAUTIONS TO MINIMIZE THE IMPACTS TO
PLACING STEEL SHEETING. DURING EXCAVATION THE CONTRACTOR SHALL DISTURB THE AREA
10. IN SOME LOCATIONS PRE-EXCAVATION OF COBBLES AND BOULDERS MAY BE REQUIRED PRIOR TO
IS COMPLETE.
FILL. THE REMAINING ABUTMENT BACKFILL SHALL NOT BE PLACED UNTIL DECK CONSTRUCTION
4. BOTH ABUTMENTS SHALL BE BACKFILLED SIMULTANEOUSLY TO THE UPPER LIMITS OF THE STONE
(CUT PILES TO BOTTOM OF FOOTING ELEVATION)
- COMPLETE REMOVAL OF BOTH EXISTING PIER STEMS AND FOOTINGS
- COMPLETE REMOVAL OF EXISTING ABUTMENTS AND WINGWALLS TO 2’ BELOW FINISHED GRADE
2. ITEM 502.101, REMOVAL OF EXISTING BRIDGE STRUCTURE, SHALL INCLUDE THE FOLLOWING:
- COMPLETE REMOVAL OF EXISTING DECK AND SUPERSTRUCTURE
3. ITEM 502.102, REMOVAL OF EXISTING BRIDGE STRUCTURE, SHALL INCLUDE THE FOLLOWING:
MULCH AND TACKIFIERS.
THE SUPERSTRUCTURE. COVER ITEM 585.22 WITH ITEM 646.31, TURF ESTABLISHMENT WITH
EL. 442.0 TO THE TOP OF THE STONE SLOPE, EXCLUDING THE 3 FOOT PATH AND UNDER
6. ITEM 585.22, STONE FILL, CLASS B, INTERMIXED WITH HUMUS, SHALL BE PLACED FROM
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\BRSITE 12906Notes
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
SURVEY LAYOUT
151\181 12906
4 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10920------------
5/13SMG
SMG 3/12
3/12SRL
AS NOTED
(EXP)
À BRG. ABUT. A
(EXP)
À BRG. ABUT. B
(EXP)
À BRG. PIER 1
(EXP)
À BRG. PIER 2
ALONG CONSTRUCTION CHORD
57’-6" C-C BRG
ALONG CONSTRUCTION CHORD
57’-6" C-C BRG
ALONG CONSTRUCTION CHORD
110’-0" C-C BRG
N
(TYP)
7°-00’-00" SKEW
TO SWANZEY
TO WINCHESTER
STA. 136+33.63
P.O.C.
STA. 137+43.63
P.O.C.
WP 1
STA. 135+76.00
WP 2
WP 3
WP 4 WP 7
WP 6 WP 9
WP 5 WP 8
STA. 138+01.02
WP 11
E = 16.94’
L = 821.92’
R = 5000.00’
T = 411.89’
˙ = 9°-25’-06.6" RT
E = 800460.68
N = 125489.63
PI= 139+55.74
WP 10
WP 12
WP 13
WP 14
WP 15
PC 135+43.85
136137
138
WP 16
WP 17
WP 18
SLAB
SLEEPER
END
SLAB
SLEEPER
BEGIN
ALONG CONSTRUCTION CHORD
24’-8�"
ALONG CONSTRUCTION CHORD
24’-8�"
19’-1�
"
20’-4�
"
30’-6"
30’-6"
24’-10"
23’-6"
24’-10"
23’-6"
30’-6"
30’-6"
18’-11�
"
20’-2�
"
(RELOCATED)
NH ROUTE 10
À CONSTRUCTION
CHORD
CONSTRUCTION
240’-2
� "
225’-10"
SURVEY LAYOUT
SCALE: 1" = 10’-0"
WORKING POINT COORDINATES
WP # NORTH EAST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
125137.39 800303.98
125155.81 800279.66
125174.22 800255.35
125220.53 800288.74
125205.53 800308.54
125191.34 800327.27
125315.65 800343.98
125300.66 800363.77
125286.47 800382.51
125368.80 800368.34
125350.38 800392.65
125331.97 800416.96
125122.18 800283.49
125134.46 800267.27
125145.99 800252.05
125383.18 800389.92
125371.73 800405.04
125359.53 800421.15
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBYPLAN
SCALE: 1" = 20’-0"
SEE BRIDGE SHEET 6.
FOR SECTIONS A-A THROUGH D-D
NOTE:
SUBDIRECTORY
BRD\BRSITE 12906Siteplan
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
SITE PLAN
151\181 12906
5 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10921------------
5/13SMG
SMG 8/11
8/11SRL
AS NOTED
MC
2A
MC1A
134135
136 137 138
140
24
30
31
32
40
41
PC 135+43.85
MC
6D
139
STA. 200+00.00
STA. 133+98.93 NH RTE 10 =
STA. 300+00.00
STA. 201+87.29 =
STA. 70+00.00
STA. 202+22.73 =
1� :1
1� :1
2:1
3� :1
1� :1
2:1
3:1
1� :1
1� :1
3:1
1� :1
1� :1
2:1
2:1
5:1
4:1
4:1
435
435453
454
462
455
458
459
462
458
457
450
443
445
453
451
443
460
455
455
435
464
435
464
436
469
435
B
B
C
C
D
D
A
A
435
435
435
SHEETING
PROPOSED
455
455
456
457.75
459.75
1� :1
1� :1
1� :1
1� :1
442
442
1� :1
442
435
455.5
1� :1
1� :1
1� :1
455442
435
442
1� :1
N
440
44
04
40
450
450
450
460
460
460
460
44
0
44
04
40
450
450
450
450
460
460460
460460 460
460
460
470
47
0
470
470
470
450
440
44
04
40
450
450
450
460
460
460
460
44
0
44
04
40
450
450
450
450
460
460460
460460 460
460
460
470
47
0
470
470
470
450
Exist. C.A.R.O.W.
Exist. R.O.W.
Exist. R.O.W.
Exist. C.A.R.O.W.
Exist. C.A.R.O.W.
an
metal gate post
di
di
ip
ip
an
mb
obj mkr
"Payne Rd"
rw
stone
mes
obj mkr
mb
TREATMENT SWALE
24" CPP
24" CPP
15"
CP
P
15"
CPP
15"
CP
P
24" CPP
EASEMENT
CHANNEL
EASEMENT
ACCESS
EASEMENT
CHANNEL
EASEMENT
CHANNEL
EASEMENT
ACCESS
EASEMENT
CHANNEL
EASEMENT
DRAINAGE
PROP. C.A.R.O.W.
PROP. C.A.R.O.W.
PROP. C.A.R.O.W.
PR
OP.
R.O.W.
R.O.W.
PR
OP.
EASEMENT
CHANNEL
18" cmp
bgr
900n�
93�
net
139
74
psnh
93
net
140
74
psnh
Ash
uelot
River
woods
mixed
drive
gravel
N.H. Route 10
12"
cmp
Ash
uelot
River
138s
74
94s
net
Swanzey 6 Swanzey Lake"
"Winchester 5 Westport E.
bgr
bgr
"North 10"
"stop"
Rd"Village
"Westport
94
305
net
25t
138
74
psnh
�997
gravel drive
30"
limit
"speed
woods
mixed
& piers
conc abut
bgr
cmp
12"
12" cmp
drive
gravel
drive
asphalt
drive
gravel
da
oR
eg
alli
V t
ro
pt
se
W
Westp
ort
Village
Road
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\BRSITE 12906ChanSect
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
PROFILE AND CHANNEL SECTIONS
151\181 12906
6 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10922------------
5/13SMG
SMG 9/11
8/11SRL
AS NOTED
FOR LOCATIONS OF SECTION A-A THROUGH D-D SEE BRIDGE SHEET 5.
NOTE:
EL. 462.00
1
3
(2’-0" THICK)
ITEM 585.21
ITEM 593.411
EL. 457.50
(ROADWAY ITEM)
EMBANKMENT-IN-PLACE
À HP12x84
SCALE: �" = 1’-0"
SECTION C-C
1
1(2’-0" THICK)
ITEM 508.
1
1
(TYP)
HP12x53
EL. 427.00
EL. 423.00
GROUND
EXISTING
APPROX.
1�
1
ITEM 207.3
PAY LIMITS,
ITEM 504.1
PAY LIMITS,
À BEARING ABUTMENT A
FILL (TYP)
SUITABLE
EL. 442.00
8’-0"
EL. 430.00
(TYP)
ITEM 503.201
À BEARING PIER 1
EL. 454.00
EL. 435.00
1�
1
PATH
3’-0"
(2’-0" THICK)
ITEM 585.22
1
2
ITEM 593.411
GROUND
APPROX. EXISTING
SCALE: �" = 1’-0"
SECTION A-A
ITEM 207.3
PAY LIMITS,
EL. 443.00
EL. 435.40
RIVER ACCESS
CHINK 6" INTO ITEM 585.21
ITEM 585.3 (1’-0" THICK)
5’0"
EL. 442.00
(2’-0" THICK)
ITEM 585.21
1�
1
4
1
VARIES
(2’-0" THICK)
ITEM 585.22
ITEM 593.411
EL. 435.00
EL. 455.00
ITEM 207.3
PAY LIMITS,
GROUND
APPROX. EXISTING
SCALE: �" = 1’-0"
SECTION B-B
(ROADWAY ITEM)
EMBANKMENT-IN-PLACE
(ROADWAY ITEM)
3�" HUMUS
PATH
3’-0"
(2’-0" THICK)
ITEM 585.21
EL. 464.00
(2’-0" THICK)
ITEM 585.21
ITEM 593.411
EL. 459.50
À HP12x84
SCALE: �" = 1’-0"
SECTION D-D
1
1 (2’-0" THICK)
ITEM 508.
1
1
(TYP)
HP12x53
GROUND
EXISTING
APPROX.1�
1
ITEM 207.3
PAY LIMITS,
ITEM 504.1
PAY LIMITS,
À BEARING ABUTMENT B
ITEM 504.1
PAY LIMITS,
FILL
SUITABLE
FILL (TYP)
SUITABLE
ITEM 207.3
PAY LIMITS,
EL. 427.00
EL. 423.00
EL. 430.00
EL. 442.00
8’-0"
(TYP)
ITEM 503.201
À BEARING PIER 2
EL. 435.00
1�
1
PATH
3’-0"
45
6.
5
45
5.
2
45
2.
9
45
3.
3
45
1.
2
43
3.
1
43
0.
9
44
2.
0
46
9.
1
47
1.
5
47
0.
5
46
8.
2
46
9.
2
46
7.
90
46
8.
40
46
8.
90
46
9.
40
46
9.
90
47
0.
40
47
0.
90
47
1.
40
47
1.
90
47
2.
46
47
3.
26
47
4.
31
47
5.
60
420 420
430430
440 440
450450
460 460
470
480 480
490490
500 500
1.00% 4.69%
PI = 140+00.00
ELEV. = 473.90
VC = 370
K = 100
EL
EV.
=
46
7.
90
P.
V.
T. 1
34
+0
0.
00
EL
EV.
=
47
2.
05
P.
V.
C. 1
38
+1
5.
00
134+00 135+00 136+00 137+00 138+00 139+00 140+00
NGVD29=400
1.00%
PROFILE
SCALE: 1" = 20’-0"
ALONG CONSTRUCTION CHORD
57’-6" C-C BRG
ALONG CONSTRUCTION CHORD
110’-0" C-C BRG
ALONG CONSTRUCTION CHORD
57’-6" C-C BRG
À BRG. ABUT. A (EXP) À BRG. PIER 1 (EXP) À BRG. PIER 2 (EXP) À BRG. ABUT. B (EXP)
GRADE
PROPOSED FINISHED
GROUND
APPROX. EXISTING
EL. 430.00 EL. 430.00
EL. 435.00EL. 435.00
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
NO. STATION NORTHOFFSET EAST
BORING NOTES
BORING LAYOUTSCALE: 1" = 10’-0"
BORING LOCATIONS
AND DO NOT NECESSARILY INDICATE MATERIAL TO BE ENCOUNTERED DURING CONSTRUCTION.
(2) BORINGS ARE FOR DESIGN PURPOSES SHOWING CONDITIONS AT BORING POINTS ONLY
TO PREVAILING CLIMATE, RAINFALL, OR OTHER FACTORS.
THE WATER LEVELS ENCOUNTERED DURING CONSTRUCTION MAY VARY CONSIDERABLY DUE
(4) WATER LEVELS INDICATED THUS WERE MEASURED AT THE TIME OF EXPLORATION.
OFFICE. SEE PROSECUTION OF WORK FOR MORE INFORMATION.
(3) THE SOILS REPORT IS AVAILABLE IN THE NHDOT BUREAU OF MATERIALS AND RESEARCH
B01
B02
B03
B04
B05
B06
B07
B08
B09
B10
135+70
135+76 0’
125136RT. 30’ 800303
125156 800280
135+80 LT. 36’ 125177 800250
136+56 LT. 19’ 125235 800302
136+40 RT. 20’ 125202 800328
137+24 LT. 14’ 125291 800341
137+06 RT. 30’ 125254 800370
138+06 LT. 32’ 125371 800368
138+01 0’ 125350 800393
138+05 RT. 21’ 125343 800413
(5) ROCK CORES WERE OBTAINED WITH A 1�" ID CORE BARREL.
O.D. STANDARD SPLIT SPOON SAMPLER 6", USING A 140 LB WEIGHT FALLING 30".
IN THE RIGHT HAND COLUMN INDICATE THE NUMBER OF BLOWS REQUIRED TO DRIVE A 2"
(1) BORINGS INDICATED THUS WERE MADE BY THE NHDOT IN MAY & JUNE, 2011. FIGURES
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LAYOUT
151\181 12906
7 38
6/11NHDOT
SRL 9/11
------124-4-1
10923------------
------
SMG 9/11
6/11NHDOT
AS NOTED
136 137 138
PC 135+43.85
B01
B02
B03
B04
B05
B06
B07
B08
B09
B10
N
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 1 OF 10)
151\181 12906
8 38
6/11NHDOT
SRL 9/11
------124-4-1
10924------------
------
SMG 9/11
6/11NHDOT
AS NOTED
5
4
2
3
4
8
3
5
3
2
4
9
8.0
25.0
5
4
2
3
4
9
449.1
432.1
2.0
7.0
12.0
17.0
22.0
27.0
1.4 [70]
1.3 [65]
2.0 [100]
1.2 [60]
1.4 [70]
0.5 [25]
S1
S2
S3
S4
S5
S6
5
4
3
4
3
11
0.0
5.0
10.0
15.0
20.0
25.0
Loose, dark yellowish brown, MEDIUM-FINE SAND, trace fine gravel,
trace coarse sand, trace silt, trace root fibers
-FILL-
Loose, yellowish brown, silty FINE SAND, trace fine gravel
-ALLUVIUM-
Loose, olive yellow, FINE SAND, some silt
Loose, light olive brown, SILT, trace fine sand, very thin layer dark
yellowish brown MEDIUM-FINE SAND, trace coarse sand
Loose, light olive brown, silty FINE SAND, frequent layering
Medium dense, olive yellow, GRAVEL, some medium-fine sand, trace
coarse sand
-GLACIAL OUTWASH-
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
BAA 22.4 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
4
30
ELEV.
(ft)
NX
6/15/11 / 6/15/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):
HWDATE
70.0
CORE
DEPTH
(ft)
434.76/15/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
99.7
1.875
Diedrich D-50
140
Automatic
Barry Arseneau
Northern Test Boring
3:30 pm
800303/125136
3
STA.
SHEET NO.
135+70
1
B01STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 457.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 30MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
6
4
5
6
21
9
3
4
4
50/0.4
15
50
50
51.0
7
5
6
9
51
406.1
32.0
37.0
42.0
47.0
50.4
57.0
60.5
65.5
0.1 [5]
0.2 [10]
0.2 [10]
0.4 [20]
0.4 [100]
1.4 [70]
0.5 [100]
0.5 [100]
S7
S8
S9
S10
S11
S12
S13
S14
7
4
4
9
35
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
Medium dense, yellowish brown, FINE GRAVEL
Loose, light olive brown, FINE SAND, little silt
Loose, light olive brown, MEDIUM-FINE SAND
Medium dense, light olive brown, MEDIUM SAND, little fine sand, trace
coarse sand
Black and white, pulverized ROCK FRAGMENTS
-GLACIAL TILL-
Encountered numerous cobbles while advancing from 51.0’ to 55.0’
Very dense, light olive brown, MEDIUM-FINE SAND, little silt, trace
coarse-fine gravel, trace coarse sand, occasional severely weathered
rock fragments
Olive, silty FINE SAND, little medium sand, trace fine gravel, trace
coarse sand, occasional severely weathered rock fragments
Description Continues on Next Page
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
135+70
2
B01STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 457.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 30MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
50
35
27
42
26
22
22
23
94.5
43
38
35
362.6
71.0
77.0
82.0
87.0
99.7
0.7 [70]
1.4 [70]
1.8 [90]
1.5 [75]
5.0 [100]
S15
S16
S17
S18
C1
Bottom of Exploration @ 99.7 ft (El. 357.4)
49
33
44
70.0
75.0
80.0
85.0
94.7
Olive, silty FINE SAND, little gravel, trace coarse sand, trace medium
sand
Olive, SILT, some fine sand, little coarse sand, trace fine gravel, trace
medium sand, occasional severely weathered rock fragments
Very dense, olive, SILT, little medium sand, trace fine gravel, trace
coarse sand, trace fine sand, occasional severely weathered rock
fragments
Very dense, olive, SILT, little fine sand, trace fine gravel, trace coarse
sand, trace medium sand, occasional severely weathered rock
fragments
Very dense, olive, SILT, little fine sand, trace fine gravel, trace coarse
sand, trace medium sand, occasional severely weathered rock
fragments
Advanced boring with roller bit through cobbles and gravel from 89.5’ to
94.5’
-APPROXIMATE BEDROCK SURFACE-
Hard to very hard, slightly weathered, moderately to extremely fractured,
grey with black, medium to fine grained, GNEISS. Fractures shallow to
moderately dipping where discernible
RQD: 2.1 / 5.0 = 42%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
135+70
3
B01STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 457.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 30MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
456
458
460
462
454
452
450
448
446
444
442
440
438
436
434
432
430
428
426
424
422
464
466
B01
ABUTMENT A
BA
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 2 OF 10)
151\181 12906
9 38
6/11NHDOT
SRL 9/11
-----124-4-1
10925------------
------
SMG 9/11
6/11NHDOT
AS NOTED
2
3
5
3
36
6
1
4
5
4
29
9
0.4
19.5
2
3
5
5
29
4
453.7
434.6
2.0
7.0
12.0
17.0
22.0
27.0
1.7 [85]
0.9 [45]
0.8 [40]
1.2 [60]
1.2 [60]
0.5 [25]
S1
S2
S3
S4
S5
S6
3
3
4
4
36
5
0.0
5.0
10.0
15.0
20.0
25.0
Dark brown, loamy TOPSOIL
Loose, olive brown, silty FINE SAND, trace root fibers
-ALLUVIUM-
Loose, olive brown, silty FINE SAND
Loose, light olive brown, silty FINE SAND
Loose, olive, SILT, little fine sand
-GLACIAL OUTWASH-
Casing difficult to advance at 19.5’
Very dense, olive yellow to light olive brown, GRAVEL, little medium-fine
sand, trace coarse sand, trace silt, particles sub angular to well rounded
Medium dense, light olive brown, FINE SAND, trace silt
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
BAA 14.9 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
3
30
ELEV.
(ft)
438.2
NX
5/25/11 / 6/1/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):8:00 am 15.95/31/11 65.0
NWDATE
65.0
CORE
DEPTH
(ft)
439.25/26/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
65.9
1.875
CME 45-C Trlr
140
Automatic
Barry/John
65.9
C. Cleveland (NHDOT)
8:00 am
800280/125156
3
STA.
SHEET NO.
135+76
1
B02STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 454.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
10
6
6
7
6
29
120
11
8
5
9
6
12
51
45
58.5
11
5
7
11
4
15
395.6
32.0
37.0
42.0
47.0
52.0
57.0
61.0
0.2 [10]
0.3 [15]
0.2 [10]
0.0 [0]
1.0 [50]
0.8 [40]
0.8 [80]
0.9 [100]
S7
S8
S9
S10
S11
S12
S13
S14
11
4
6
8
6
17
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
Medium dense, light olive brown, MEDIUM SAND, trace fine gravel
Loose, light olive brown, MEDIUM SAND, trace fine gravel
-GLACIAL OUTWASH-
Medium dense, light olive brown, MEDIUM SAND
No recovery
Medium dense, light olive brown, MEDIUM SAND, little fine sand
Dense, light olive brown, MEDIUM-FINE SAND, little silt, trace fine
gravel, trace coarse sand
-GLACIAL TILL-
Casing very difficult to advance beyond 58.5’
Light olive brown, FINE SAND, little silt, trace coarse-fine gravel, trace
coarse sand, occasional very thin layer olive SILT
Description Continues on Next Page
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
135+76
2
B02STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 454.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
58/0.4
58
59
37
40
94.2
50/0.3
359.9
65.9
74.8
76.8
81.6
89.5
95.3
98.0
2.3 [41]
1.1 [61]
1.6 [100]
0.9 [20]
2.1 [36]
2.7 [100]
C1
S15
S16
C2
C3
C4
Bottom of Exploration @ 98.0 ft (El. 356.1)
67
81
69.2
75.0
80.0
85.0
89.5
95.3
Light olive brown, FINE SAND, little silt, trace coarse-fine gravel, trace
coarse sand, occasional very thin layers olive SILT
-GLACIAL TILL-
Advanced boring with core barrel from 69.2’ to 74.8’ through fine sand,
gravel, and occasional cobbles
Very dense, light olive brown, FINE SAND, little silt, trace coarse-fine
gravel, trace coarse sand
Light olive brown, FINE SAND, little silt, trace coarse-fine gravel, trace
coarse sand
Advanced boring with roller bit through cobbles and small boulders from
81.6’ to 85.0’
Advanced boring with core barrel through gravel from 85.0’ to 89.5’
Advanced boring with core barrel through cobbles and gravel from 89.5’
to 95.3’
RQD: 0.9 / 5.8 = 16%
-APPROXIMATE BEDROCK SURFACE-
Hard, slightly to very slightly weathered, moderately to slightly fractured,
medium grained, grey, GNEISS. Foliation is moderately dipping to high
angle. Fractures are oxidation stained and along foliation
RQD: 1.2 / 2.7 = 44%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
135+76
3
B02STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 454.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
456
458
460
462
454
452
450
448
446
444
442
440
438
436
434
432
430
428
426
424
422
420
B02
ABUTMENT A
BA
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 3 OF 10)
151\181 12906
10 38
6/11NHDOT
SRL 9/11
------124-4-1
10926------------
------
SMG 9/11
6/11NHDOT
AS NOTED
2
2
2
3
8
6
1
2
2
4
10
9
0.4
20.0
2
2
3
5
9
8
453.7
434.1
2.0
7.0
12.0
17.0
22.0
27.0
1.9 [95]
0.8 [40]
1.8 [90]
1.2 [60]
0.2 [10]
0.9 [45]
S1
S2
S3
S4
S5
S6
3
2
2
6
10
7
0.0
5.0
10.0
15.0
20.0
25.0
Dark brown, fibrous to loamy TOPSOIL
Loose, yellowish brown, silty FINE SAND, trace root fibers
-ALLUVIUM-
Very loose, yellowish brown, silty FINE SAND
Very loose, light olive brown, silty FINE SAND
Loose, light olive brown, fine sandy SILT, occasional layering
Medium dense, light olive brown, GRAVEL, little coarse sand, trace
medium sand, trace fine sand, trace silt
-GLACIAL OUTWASH-
Medium dense, light olive brown, FINE SAND, little silt, trace coarse
sand, trace medium sand, occasional layering
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
BAAdry DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
4
30
ELEV.
(ft)
NX
6/14/11 / 6/14/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):
HWDATE
NA
CORE
DEPTH
(ft)
6/15/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
16.0
1.875
Diedrich D-50
140
Automatic
Barry Arseneau
Northern Test Boring
8:30 am
800250/125177
3
STA.
SHEET NO.
135+80
1
B03STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 454.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 36MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
5
5
4
4
4
7
9
5
5
2
4
3
6
5
6
58.0
6
5
4
4
7
18
10
396.1
32.0
37.0
42.0
47.0
52.0
57.0
62.0
0.9 [45]
0.1 [5]
0.7 [35]
0.5 [25]
0.9 [45]
0.5 [25]
1.1 [55]
S7
S8
S9
S10
S11
S12
S13
4
5
4
4
6
13
11
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
Loose, light olive brown, silty FINE SAND, trace coarse sand,
occasional layering
Loose, yellowish brown, GRAVEL
Loose, light olive brown, MEDIUM SAND, little fine sand, occasional
layering
Loose, light olive brown, MEDIUM SAND, little fine sand, occasional
layering
Loose, light olive brown, MEDIUM SAND, little coarse sand, trace fine
gravel, trace fine sand, occasional layering
Medium dense, light olive brown, MEDIUM-COARSE SAND, trace fine
gravel, trace fine sand, occasional layering
-GLACIAL TILL-
Casing very difficult to advance beyond 58.0’
Medium dense, light olive brown, COARSE SAND, trace fine gravel,
trace medium sand, trace fine sand, trace silt, occasional severely
weathered rock fragments
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
135+80
2
B03STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 454.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 36MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
6
50
50
46
34
50/0.2
29
29
93.6
7
42
360.5
67.0
71.0
75.2
81.0
87.0
98.6
0.7 [35]
0.7 [70]
0.2 [100]
1.0 [100]
1.8 [90]
3.9 [78]
S14
S15
S16
S17
S18
C1
Bottom of Exploration @ 98.6 ft (El. 355.5)
10
45
70.0
75.0
80.0
85.0
93.6
Medium dense, light olive brown, MEDIUM SAND, trace fine gravel,
trace coarse sand, trace fine sand, trace silt
Olive brown, FINE SAND, little silt, trace coarse-fine gravel, trace
coarse sand, trace medium sand, occasional severely weathered rock
fragments
S16, 75’ - 75.2’, 0.2’ recovered. Olive brown, fine sandy SILT, trace
coarse sand, trace medium sand, occasional severely weathered rock
fragments
Olive, SILT, little fine sand, trace coarse-fine gravel, trace coarse sand,
trace medium sand, occasional severely weathered rock fragments
Very dense, olive, SILT, some-little fine sand, little medium sand, trace
gravel, trace coarse sand, occasional severely weathered rock
fragments
Advanced boring with roller bit through cobbles and gravel from 87.5’ to
93.6’
-APPROXIMATE BEDROCK SURFACE-
Hard to very hard, slightly weathered, moderately to extremely fractured,
grey with black, medium grained, GNEISS. Fractures shallow to
moderately dipping where discernible
RQD: 1.2 / 5.0 = 24%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
135+80
3
B03STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 454.1
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 36MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
456
458
460
462
454
452
450
448
446
444
442
440
438
436
434
432
430
428
426
424
422
420
B03
ABUTMENT A
BA
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 4 OF 10)
151\181 12906
11 38
6/11NHDOT
SRL 9/11
------124-4-1
10927------------
------
SMG 9/11
6/11NHDOT
AS NOTED
2
2
4
4
2
1
2
3
4
2
5.2
6
7
6
7
5
430.0
7.2
12.2
17.2
22.2
27.2
0.5 [25]
0.6 [30]
1.5 [75]
1.3 [65]
0.0 [0]
S1
S2
S3
S4
S5
5
6
6
5
Replace NH10 bridge over Asheulot River (152/181)
4
5.2
10.2
15.2
20.2
25.2
-River surface reference at Elev. 435.33 Feet-
-WATER-
Loose, dark yellowish brown, FINE and COARSE SAND, trace fine
gravel, trace silt.
-GLACIAL OUTWASH-
Loose, dark yellowish brown, FINE and COARSE SAND, trace fine
gravel, trace silt.
Loose, olive brown, silty FINE SAND, with dark yellowish brown mottles.
Loose, similar to S3.
No recovery, material washed out of spoon.
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
JKS 0.0 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
4
30
ELEV.
(ft)
NX
6/13/11 / 6/14/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):
HWDATE
0
CORE
DEPTH
(ft)
435.26/13/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
0
1.875
Diedrich D-50
140
Automatic
John Soper
Northern Test Boring
8:00 am
800302/125235
3
STA.
SHEET NO.
136+56
1
B04STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 435.2
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 19MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
1
2
4
10
12
31
1
1
3
6
10
50/0.3
11
22
41.9
6
5
50/0.2393.3
32.2
37.2
41.9
47.7
52.2
55.5
61.3
1.2 [60]
0.0 [0]
1.1 [65]
0.2 [13]
0.3 [30]
0.3 [100]
1.0 [91]
S6
S7
S8
S9
S10
S11
S12
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
6
5
50
29/0
50/0.1
30.2
35.2
40.2
46.2
51.2
55.2
60.2
65.2
Loose, grayish brown, FINE and MEDIUM SAND, some coarse sand,
trace silt, trace fine gravel.
-GLACIAL OUTWASH-
No recovery, material washed out of spoon.
Loose, grayish brown, FINE and COARSE SAND, trace fine and coarse
gravel, trace silt, with occasional cobble and boulder. A boulder from
41.9 to 45.2 feet.
Washed material.
Dense, olive gray, FINE and MEDIUM SAND, some coarse sand, little
to trace silt, trace fine and coarse gravel.
-GLACIAL TILL-
S11, 55.2’ - 55.5’, 0.3’ recovered. Very dense, light olive gray, FINE
SAND, some silt, trace medium and coarse sand, trace fine gravel.
Very dense, light olive gray, FINE SAND, some medium and coarse
sand, little silt, trace fine and coarse gravel.
Description Continues on Next Page
3
STA.
SHEET NO.
136+56
2
B04STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 435.2
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 19MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
60
30
50/0.1
25
13
40
24
84.3
35
45
350.9
66.5
72.2
75.8
82.2
89.3
1.0 [77]
1.5 [75]
0.6 [100]
1.3 [65]
4.8 [96]
S13
S14
S15
S16
C1
Bottom of Exploration @ 89.3 ft (El. 345.9)
50/0.3
30
39
70.2
75.2
80.2
84.3
Very dense, dark olive gray, silty FINE SAND, trace medium and coarse
sand, trace fine and coarse gravel, with occasional cobble.
-GLACIAL TILL-
Very dense, dark olive gray, silty FINE SAND, trace medium and coarse
sand, with frequent parting of fine sand, trace silt.
Very dense, olive gray, silty FINE SAND, little medium and coarse sand,
little to trace fine gravel, trace coarse gravel, with occasional cobble.
Very dense, olive gray, SILT and FINE SAND, trace medium and coarse
sand, trace fine and coarse gravel.
-APPROXIMATE BEDROCK SURFACE-
Hard, slightly weathered to fresh, extremely fractured to sound, medium
grained, gray, GNEISS. Foliation is moderately dipping. Most fractures
are shallow angle to horizontal. At 79.1 to 80.0 feet, fracture along
foliation. Most fractures have iron stain.
RQD: 3.8 / 5.0 = 76%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
136+56
3
B04STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 435.2
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 19MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
404
402
400
436
438
440
442
444
B04
PIER 1
TF
BF
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 5 OF 10)
151\181 12906
12 38
6/11NHDOT
SRL 9/11
------124-4-1
10928------------
------
SMG 9/11
6/11NHDOT
AS NOTED
3
4
4
2
4
3
3
4
1
2
4.3
3
6
6
7
430.1
6.3
11.3
16.3
21.3
26.3
1.0 [50]
1.0 [50]
0.0 [0]
1.5 [75]
1.1 [55]
S1
S2
S3
S4
S5
63
152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
5
4
3
5
4.3
9.3
14.3
19.3
24.3
-River surface Reference at Elev. 434.38 feet-
-WATER-
Loose, dark brown, FINE and MEDIUM SAND, some coarse sand, little
fine gravel, little to trace silt.
-GLACIAL OUTWASH-
Loose, similar to S1.
No recovery, material washed out.
Loose, light olive brown, FINE and MEDIUM SAND, trace silt, trace fine
gravel.
Loose, grayish brown, FINE and MEDIUM SAND, little coarse sand,
trace silt.
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
JKS 0.0 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
4
30
ELEV.
(ft)
NX
6/14/11 / 6/15/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):
HWDATE
0
CORE
DEPTH
(ft)
434.46/14/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
0
1.875
Diedrich D-50
140
Automatic
John Soper
Northern Test Boring
8:00 am
800328/125202
3
STA.
SHEET NO.
136+40
1
B05STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.4
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 20MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO.
2
2
15
19
30
50/0.3
25
28
2
1
11
10
18
31
10
13
43.0
9
7
15
32
40
50
391.4
31.3
36.3
41.3
46.3
51.3
55.1
61.3
65.7
1.5 [75]
1.3 [65]
1.1 [55]
1.3 [65]
1.3 [65]
0.6 [75]
1.0 [50]
1.0 [71]
S6
S7
S8
S9
S10
S11
S12
S13
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
5
16
32
40
51
47/0.4
29.3
34.3
39.3
44.3
49.3
54.3
59.3
64.3
Loose, grayish brown, FINE and MEDIUM SAND, little to trace coarse
sand.
-GLACIAL OUTWASH-
Loose, grayish brown, FINE and MEDIUM SAND, some coarse sand,
trace silt.
Dense, olive gray, FINE SAND, some silt, little fine gravel, little coarse
sand, trace coarse gravel.
Very dense, olive brown, silty FINE SAND, trace medium and coarse
sand, trace fine gravel.
-GLACIAL TILL-
Very dense, similar to S9.
Very dense, similar to S9.
Very dense, similar to S9.
Very dense, olive brown, silty FINE SAND, trace medium and coarse
sand, trace fine gravel, trace coarse gravel.
3
STA.
SHEET NO.
136+40
2
B05STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.4
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 20MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
20
41
24
13
24
8
80.5
63
50
353.9
71.3
75.5
80.5
85.5
1.1 [55]
0.9 [75]
0.2 [17]
4.5 [90]
S14
S15
S16
C1
Bottom of Exploration @ 85.2 ft (El. 349.2)
44
50/0.2
50/0.2
69.3
74.3
79.3
80.5
-GLACIAL TILL-
Very dense, olive gray, SILT and FINE SAND, trace medium and coarse
sand, trace fine and coarse gravel.
Very dense, similar to S14.
Very dense, similar to S14.
-APPROXIMATE BEDROCK SURFACE-
Hard, very slightly weathered to fresh, moderately fractured to sound,
medium grained, gray, GNEISS. Foliation is steep angle. 81.5 feet,
fracture along foliation. All other fractures are shallow angle to
horizontal.
RQD: 3.7 / 5.0 = 74%
Note: Telescoped 4 inch casing, with 3 inch casing at 69.3 feet,
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
136+40
3
B05STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.4
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 20MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
404
402
400
436
438
440
442
444B05
PIER 1
BF
TF
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 6 OF 10)
151\181 12906
13 38
6/11NHDOT
SRL 9/11
------124-4-1
10929------------
------
SMG 9/11
6/11NHDOT
AS NOTED
2
1
5
4
3
2
1
4
2
2
4.5
1
1
8
9
5
429.9
6.5
11.5
16.5
21.5
26.5
0.7 [35]
0.2 [10]
0.3 [15]
1.5 [75]
1.4 [70]
S1
S2
S3
S4
S5
1
1
5
5
4
4.5
9.5
14.5
19.5
24.5
-River surface Reference at 434.40 feet-
-WATER-
Very loose, grayish brown, FINE and MEDIUM SAND, some silt, trace
coarse sand, trace fine gravel.
-GLACIAL OUTWASH-
Very loose, similar to S1.
Loose, light olive gray, silty FINE SAND.
Loose, light grayish brown, FINE and MEDIUM SAND, trace silt, with
dark yellowish brown mottles.
Loose, similar to S4.
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
JKS 0.0 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
3
30
ELEV.
(ft)
NX
6/9/11 / 6/10/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):
NWDATE
0
CORE
DEPTH
(ft)
434.46/9/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
0
1.875
Diedrich D-50
140
Automatic
John Soper
Northern Test Boring
8:00 am
800341/125291
3
STA.
SHEET NO.
137+24
1
B06STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.4
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 14MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
5
2
6
8
7
3
6
6
2
2
4
5
4
4
5
6
8
14
10
9
31
31.5
36.5
41.5
46.5
51.5
56.5
61.5
63.5
1.5 [75]
1.5 [75]
1.6 [80]
0.5 [25]
1.2 [60]
1.5 [75]
1.3 [65]
0.3 [15]
S6
S7
S8
S9
S10
S11
C1
S12
5
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
7
10
13
4
16
29.5
34.5
39.5
44.5
49.5
54.5
59.5
61.5
Loose, light grayish brown, FINE and MEDIUM SAND, trace silt, with
dark yellowish brown mottles.
-GLACIAL OUTWASH-
Loose, grayish brown, FINE to MEDIUM SAND, some coarse sand,
trace fine gravel, trace silt.
Medium dense, similar to S7.
Medium dense, grayish brown, FINE and MEDIUM SAND, little to trace
coarse sand, trace silt.
Medium dense, grayish brown, FINE and COARSE SAND, some to little
fine gravel, trace silt.
Loose, grayish brown, FINE and COARSE SAND, trace fine gravel,
trace silt.
Cored small boulder.
Medium dense, grayish brown, FINE and COARSE SAND, trace fine
gravel, trace silt.
3
STA.
SHEET NO.
137+24
2
B06STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.4
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 14MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
1
54/0.4
1
40
50/0.1
68.5
76.7
13
365.9
357.7
67.5
70.4
82.5
1.1 [55]
0.6 [67]
4.9 [98]
S13
S13
C2
Bottom of Exploration @ 82.5 ft (El. 351.9)
7
65.5
69.5
77.5
Loose, grayish brown, FINE to COARSE SAND, some fine gravel, trace
silt.
-GLACIAL OUTWASH-
Very dense, dark olive gray, silty FINE SAND, little fine gravel, trace
medium and coarse sand, trace coarse gravel, with occasional cobble.
-GLACIAL TILL-
S14, 75.5’ - 75.6’, no recovery.
-APPROXIMATE BEDROCK SURFACE-
Hard, very slightly weathered to fresh, extremely fractured to sound,
dark gray, medium grained, GNEISS. Foliation is moderately dipping.
All fractures are along foliation.
RQD: 4.3 / 5.0 = 86%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
137+24
3
B06STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.4
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 14MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
404
402
400
436
438
440
442
444B06
PIER 2
BF
TF
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 7 OF 10)
151\181 12906
14 38
6/11NHDOT
SRL 9/11
------124-4-1
10930------------
------
SMG 9/11
6/11NHDOT
AS NOTED
5
5
5
5
2
5
2
5
4
2
4.5
4
5
7
5
6
430.4
6.5
11.5
16.5
21.5
26.5
0.5 [25]
0.9 [45]
0.9 [45]
0.6 [30]
0.2 [10]
S1
S2
S3
S4
S5
5
5
6
6
4
4.5
9.5
14.5
19.5
24.5
-River surface Reference at 434.88 feet-
-WATER-
Loose, olive brown, FINE and MEDIUM SAND, some coarse sand, little
silt, trace fine gravel.
-GLACIAL OUTWASH-
Loose, olive gray, FINE SAND, little silt, little medium sand.
Medium dense, similar to S2.
Medium dense, olive gray, silty FINE SAND.
Loose, similar to S4.
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
JKS 0.0 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
3
30
ELEV.
(ft)
NX
6/7/11 / 6/8/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):
NWDATE
0
CORE
DEPTH
(ft)
434.96/7/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
0
1.875
Diedrich D-50
140
Automatic
John Soper
Northern Test Boring
8:00 am
800370/125254
3
STA.
SHEET NO.
137+06
1
B07STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.9
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 30MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
3
5
9
5
25
17
24
48
1
3
5
3
15
15
13
20
47.0
10
9
38
17
50
33
74
387.9
31.5
36.5
41.5
46.5
51.5
56.5
61.5
1.9 [95]
0.8 [40]
0.7 [35]
0.5 [25]
1.6 [80]
1.8 [90]
1.7 [85]
1.2 [60]
S6
S7
S8
S9
S10
S11
S12
S13
7
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
7
21
10
38
25
43
29.5
34.5
39.5
44.5
49.5
54.5
59.5
64.5
Loose, grayish brown, FINE and MEDIUM SAND, some coarse sand,
trace silt, trace fine gravel.
-GLACIAL OUTWASH-
Medium dense, grayish brown, FINE to COARSE SAND, some fine
gravel, trace coarse gravel, trace silt.
Dense, similar to S7.
Medium dense, grayish brown, FINE and MEDIUM SAND, trace silt,
trace fine gravel.
Very dense, light olive gray, silty FINE SAND, little medium and coarse
sand, little to trace fine gravel, trace coarse gravel.
-GLACIAL TILL-
Dense, olive gray, silty FINE SAND, little fine gravel, trace medium and
coarse sand.
Very dense, olive gray, silty FINE SAND, little fine gravel, trace medium
and coarse sand.
-GLACIAL TILL-
Description Continues on Next Page
3
STA.
SHEET NO.
137+06
2
B07STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.9
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 30MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
28
50/0.3
9
45
75.3
42
75
359.6
66.5
71.5
75.3
82.0
0.9 [45]
0.5 [63]
4.9 [98]
S14
S15
C1
Bottom of Exploration @ 82.0 ft (El. 352.9)
39
58
69.5
74.5
77.0
Very dense, olive gray, silty fine sand, trace medium and coarse sand,
trace fine gravel.
Very dense, olive gray, silty fine sand, trace medium and coarse sand,
trace fine gravel, trace coarse gravel.
Very dense, olive gray, silty fine sand, trace medium and coarse sand,
trace fine gravel, trace coarse gravel, with cobbles.
-APPROXIMATE BEDROCK SURFACE-
Very soft to hard, completely weathered to fresh, extremely fractured to
sound, medium grained, gray, GNEISS. From 77.0 to 78.2 feet, rock is
fresh, and sound. From 80.3 to 81.7 feet, rock is completely weathered
to moderately weathered and extremely fractured.
RQD: 3.5 / 5.0 = 70%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
3
STA.
SHEET NO.
137+06
3
B07STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 434.9
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 30MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
404
402
400
436
438
440
442
444
B07
PIER 2
ABUTMENT B
BF
TF
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 8 OF 10)
151\181 12906
15 38
6/11NHDOT
SRL 9/11
------124-4-1
10931------------
------
SMG 9/11
6/11NHDOT
AS NOTED
1
5
15
6
7
8
1
4
11
5
4
8
0.4
10.0
2
5
13
6
10
8
469.9
460.3
2.0
7.0
12.0
17.0
22.0
27.0
1.9 [95]
1.2 [60]
1.4 [70]
0.9 [45]
0.9 [45]
0.9 [45]
S1
S2
S3
S4
S5
S6
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
107.0
1.875
Diedrich D-50
140
Automatic
Barry Arseneau
Northern Test Boring
6:30 am
800368/125371
4
STA.
SHEET NO.
1
5
14
8
9
7
0.0
5.0
10.0
15.0
20.0
25.0
Dark brown, fibrous to loamy TOPSOIL
Very loose, light yellowish brown, FINE SAND, trace medium sand,
trace silt
-ALLUVIUM-
Loose, light yellowish brown, MEDIUM SAND, trace fine gravel, trace
coarse sand, trace silt
Dense, light olive brown, gravelly MEDIUM-FINE SAND, trace coarse
sand, trace silt
-GLACIAL OUTWASH-
Medium dense, light olive brown, FINE SAND, trace silt, occasional
layers light olive brown MEDIUM-FINE SAND
Medium dense, light olive brown, FINE SAND, little silt, frequent layering
Medium dense, light olive brown, FINE SAND, trace silt, occasional thin
layers light olive brown silty FINE SAND
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
BAA 32.8 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
4
30
ELEV.
(ft)
NX
6/7/11 / 6/8/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):
HWDATE
98.2
CORE
DEPTH
(ft)
437.56/9/11
TIMEBOTTOM
OF CASING
1
B08STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 32MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
8
7
8
9
13
11
13
8
8
6
7
11
10
7
5
10
11
10
9
14
15
20
32.0
37.0
42.0
47.0
52.0
57.0
62.0
1.1 [55]
1.3 [65]
1.4 [70]
1.3 [65]
1.2 [60]
0.0 [0]
0.1 [5]
S7
S8
S9
S10
S11
S12
S13
10
9
9
10
13
14
14
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
Medium dense, light olive brown, silty FINE SAND, frequent layering
Medium dense, light olive brown, FINE SAND, little silt, trace medium
sand, occasional layers light olive brown silty FINE SAND
Medium dense, light olive brown, silty FINE SAND, frequent layering
Medium dense, light olive brown, silty FINE SAND, frequent layering
Dense, light olive brown, fine sandy SILT, frequent layering
No recovery
Dense, light olive brown, MEDIUM-FINE SAND, trace silt
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO. 2
B08STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 32MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
8
10
4
24
10
15
19
9
3
17
10
16
20
81.0
101.7
16
39
9
29
22
16
34
389.3
368.6
67.0
72.0
77.0
82.0
87.0
92.0
97.0
101.7
0.9 [45]
1.4 [70]
0.9 [45]
1.2 [60]
0.9 [45]
0.8 [40]
0.5 [25]
1.2 [34]
S14
S15
S16
S17
S18
S19
S20
C1
12
28
7
28
14
23
28
70.0
75.0
80.0
85.0
90.0
95.0
98.2
101.7
Medium dense, light olive brown, MEDIUM SAND, little fine sand, trace
coarse sand, trace silt
Dense, light olive brown, MEDIUM SAND, little fine sand, trace coarse
sand, trace silt, occasional thin layers light olive brown MEDIUM-FINE
SAND, little silt
Medium dense, light olive brown, MEDIUM SAND, little fine sand, trace
coarse sand, occasional layering
Light olive brown, MEDIUM SAND, little fine sand
-GLACIAL TILL-
Light olive brown, MEDIUM-COARSE SAND, trace gravel, trace fine
sand, occasional severely weathered rock fragments
Medium dense, light olive brown, MEDIUM-COARSE SAND, trace
gravel, trace fine sand, occasional severely weathered rock fragments
Dense, light olive brown, MEDIUM SAND, little coarse sand, trace
coarse-fine gravel, trace fine sand, trace silt, occasional severely
weathered rock fragments
Dense, light olive brown, gravelly FINE SAND, some medium sand,
trace coarse sand, trace silt
Advanced boring with core barrel through boulders and cobbles from
98.2’ to 101.7’
-APPROXIMATE BEDROCK SURFACE-
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO. 3
B08STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 32MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
107.0
1.6 [30]C2
Bottom of Exploration @ 107.0 ft (El. 363.3)
Hard to very hard, moderately weathered, extremely fractured, grey with
black, medium-fine grained, GNEISS. Fractures shallow to moderately
dipping where discernible
RQD: 0.4 / 5.3 = 8%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO. 4
B08STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
LT 32MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
105
110
115
120
125
130
135
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
470
472
474
476
478
480
468
466
464
462
460
458
456
454
452
450
448
446
444
442
440
438
436
B08
ABUTMENT B
ABUTMENT B
BA
138+06
138+06
138+06
138+06
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 9 OF 10)
151\181 12906
16 38
6/11NHDOT
SRL 9/11
------124-4-1
10932------------
------
SMG 9/11
6/11NHDOT
AS NOTED
1
9
15
7
8
9
WOH
8
12
7
8
8
0.4
10.0
2
11
12
9
12
13
469.6
460.0
2.0
7.0
12.0
17.0
22.0
27.0
1.1 [55]
1.0 [50]
1.1 [55]
1.1 [55]
1.1 [55]
1.0 [50]
S1
S2
S3
S4
S5
S6
5/26/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
77.0
1.875
CME 45-C Track rig
140
Automatic
Barry Arseneau
105.0
J. Kibbee (NHDOT)
9:00 am
1
9
19
8
10
11
0.0
5.0
10.0
15.0
20.0
25.0
Dark brown, fibrous to loamy TOPSOIL
Very loose, olive yellow, FINE SAND, little silt, frequent layering
-ALLUVIUM-
Medium dense, light olive brown, MEDIUM-FINE SAND, trace coarse
sand, trace silt, frequent layering
Dense, light olive brown, MEDIUM-FINE SAND, little silt, trace coarse
sand
-GLACIAL OUTWASH-
Medium dense, light olive brown, silty FINE SAND
Medium dense, light olive brown, FINE SAND, little silt, occasional dark
yellowish brown mottling
Medium dense, olive, FINE SAND, trace silt
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
BAA 30.9 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
3
30
ELEV.
(ft)
439.2
NX
5/25/11 / 5/27/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):9:00 am 30.85/27/11 98.7
NWDATE
75.0
CORE
DEPTH
(ft)
439.1
800393/125350
4
STA.
SHEET NO.
138+01
1
B09STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.0
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
9
9
7
10
11
14
9
8
9
7
9
10
11
7
11
12
13
12
15
16
18
17
32.0
37.0
42.0
47.0
52.0
57.0
62.0
1.1 [55]
1.2 [60]
1.2 [60]
1.0 [50]
1.1 [55]
1.0 [50]
0.0 [0]
S7
S8
S9
S10
S11
S12
S13
10
10
9
12
15
17
13
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
Medium dense, olive yellow, FINE SAND, some silt
Medium dense, olive yellow, FINE SAND, some silt
-GLACIAL OUTWASH-
Medium dense, olive yellow, FINE SAND, some silt
Dense, olive yellow, SILT, some fine sand
Dense, olive yellow, SILT, some fine sand
Dense, olive yellow, FINE SAND, little silt
No recovery
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO.
138+01
2
B09STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.0
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
13
10
7
52
12
22
25
8
6
61
13
15
23
79.5
12
17
11
40
16
23
19
390.5
67.0
72.0
77.0
82.0
87.0
92.0
97.0
0.8 [40]
0.5 [25]
0.5 [25]
0.3 [15]
0.0 [0]
0.7 [35]
0.8 [40]
S14
S15
S16
S17
S18
S19
S20
13
17
10
50
13
21
25
70.0
75.0
80.0
85.0
90.0
95.0
Dense, light olive brown, MEDIUM-FINE SAND, trace coarse sand,
trace silt
Dense, light olive brown, MEDIUM-FINE SAND, trace gravel, trace silt
Medium dense, light olive brown, MEDIUM-FINE SAND, trace coarse
sand, trace silt
-GLACIAL TILL-
Very dense, light olive brown, FINE SAND, little medium sand, trace
coarse sand, trace silt
No recovery
Dense, light olive brown, FINE SAND, little silt, trace coarse sand, trace
medium sand
Dense, light olive brown, MEDIUM-FINE SAND, trace coarse-fine
gravel, trace coarse sand, trace silt, severely weathered rock fragment
in spoon shoe
Casing would not advance beyond 98.7’
Advanced boring with core barrel through boulders and cobbles from
99.0’ to 106.0’. Retained 4.2’ sample. Three different rock types
represented
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO.
138+01
3
B09STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.0
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
106.0 364.0
110.0
115.0
4.0 [100]
4.6 [92]
C1
C2
Bottom of Exploration @ 115.0 ft (El. 355.0)
106.0
110.0
-APPROXIMATE BEDROCK SURFACE-
Hard to very hard, fresh, sound, grey with black, medium to fine grained,
GNEISS. Fractures shallow to moderately dipping
RQD: 3.4 / 4.0 = 85%
Hard to very hard, very slightly weathered to fresh, moderately fractured
to sound, grey with black, medium to fine grained, GNEISS. High angle
fracture from 113.5’ to 114.4’ along foliation. Other fractures shallow to
moderately dipping
RQD: 2.8 / 5.0 = 56%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO.
138+01
4
B09STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 470.0
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
105
110
115
120
125
130
135
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
470
472
474
476
478
480
468
466
464
462
460
458
456
454
452
450
448
446
444
442
440
438
436
B09
ABUTMENT B
ABUTMENT B
BA
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SCALE: �" = 1’-0"
BORING LOGS
BF = BOTTOM OF FOOTING
TF = TOP OF FOOTING
BA = BOTTOM OF ABUTMENT
SUBDIRECTORY
BRD/PREPLANS 12906Bore
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
BORING LOGS (SHEET 10 OF 10)
151\181 12906
17 38
6/11NHDOT
SRL 9/11
------124-4-1
10933------------
------
SMG 9/11
6/11NHDOT
AS NOTED
2
7
9
5
7
8
1
4
8
6
6
7
0.4
5.0
2
11
8
6
9
9
467.9
463.3
2.0
7.0
12.0
17.0
22.0
27.0
1.4 [70]
1.2 [60]
2.0 [100]
0.9 [45]
1.1 [55]
1.1 [55]
S1
S2
S3
S4
S5
S6
6/10/11
TIMEBOTTOM
OF CASING
TYPE:
1.375
EAST/NORTH (ft)
GROUNDWATER
BOTTOM
OF HOLE
47.0
1.875
Diedrich D-50
140
Automatic
Barry Arseneau
47.0
Northern Test Boring
7:30 am
800413/125343
1
9
8
7
9
10
0.0
5.0
10.0
15.0
20.0
25.0
Dark brown, fibrous to loamy TOPSOIL
Very loose, yellowish brown, MEDIUM-FINE SAND, trace fine gravel,
trace coarse sand
-ALLUVIUM-
Medium dense, light olive brown, gravelly MEDIUM SAND, trace coarse
sand, trace fine sand
-GLACIAL OUTWASH-
Medium dense, olive yellow, silty FINE SAND, trace fine gravel, trace
coarse sand, trace medium sand, frequent layering
Medium dense, light olive brown, MEDIUM-FINE SAND, little silt,
frequent layering
Medium dense, light olive brown, fine sandy SILT, occasional thin layers
olive SILT
Medium dense, light olive brown, FINE SAND, little silt, frequent layering
0
2
5
9
16
31
Soil Descriptions
-
-
-
-
-
-
1
4
8
15
30
60
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
4
10
24
50
NON-COHESIVE SOILS
NR
Very Loose
Loose
Medium Dense
Dense
Very Dense
Density
-
-
-
-
Not Recorded
ConsistencyStandard Split Spoon
Large Spoon (O.D.= 3 in)
Thin Wall Tube
Undisturbed Piston
Open End Rod
Auger Flight
Core Barrel ENGLISH
> 50
WOR - Weight of Rod
WOH - Weight of Hammer> 60
0
5
11
25
Capitalized Soil Name
Lower Case Adjective
Some
Little
Trace
Sampler Identification
S
SL
T
U
O
A
C
COHESIVE SOILS
Major Component
35% - 50%
20% - 35%
10% - 20%
1% - 10%
Blows/foot
Proportion
Blows/foot
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
CASING
S
BAA 26.1 DRILL RIG
EQUIPMENT SAMPLER
HAMMER TYPE:
SIZE I.D. (in):
START/END
HAMMER WT. (lb):
3
30
29.8
ELEV.
(ft)
440.0
NX
6/9/11 / 6/13/11
DRILLER
INSPECTOR
CLASSIFIERHAMMER FALL (in):8:30 am 28.36/10/11 45.0
67.0
NWDATE
45.0
CORE
DEPTH
(ft)
8:00 am6/13/11
442.2
65.0 438.5
4
STA.
SHEET NO.
138+05
1
B10STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 468.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 21MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
0
5
10
15
20
25
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
8
10
8
8
8
11
4
9
8
7
6
6
8
4
5
12
12
9
11
14
12
6
32.0
37.0
42.0
47.0
52.0
57.0
62.0
1.0 [50]
1.2 [60]
1.0 [50]
1.2 [60]
1.3 [65]
0.1 [5]
0.8 [40]
S7
S8
S9
S10
S11
S12
S13
12
11
8
10
9
12
5
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
Medium dense, light olive brown, silty FINE SAND, occasional layers
dark yellowish brown MEDIUM SAND, trace fine gravel, trace coarse
sand
Medium dense, light olive brown, fine sandy SILT, occasional thin layers
olive SILT
Medium dense, light olive brown, silty FINE SAND, frequent layering
Medium dense, light olive brown, silty FINE SAND, trace medium sand,
frequent layering
Medium dense, light olive brown, silty FINE SAND, frequent layering
Medium dense, light olive brown, silty FINE SAND
Loose, light olive brown, MEDIUM SAND, little fine sand, trace coarse
sand, occasional layering
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO.
138+05
2
B10STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 468.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 21MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
30
35
40
45
50
55
60
65
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
9
7
14
10
17
2
17
8
11
6
6
6
11
71.0
97.9
9
17
11
25
10
9
28
397.3
370.4
67.0
72.0
77.0
82.0
87.0
92.0
97.0
0.9 [45]
1.6 [80]
1.0 [50]
0.1 [5]
0.8 [40]
0.0 [0]
1.3 [65]
3.2 [64]
S14
S15
S16
S17
S18
S19
S20
C1
10
15
10
21
14
4
40
70.0
75.0
80.0
85.0
90.0
95.0
97.9
Medium dense, light olive brown, MEDIUM-FINE SAND, trace fine
gravel, trace coarse sand, occasional layers light olive brown FINE
SAND, trace silt
Light olive brown, MEDIUM SAND, trace fine gravel, trace coarse sand
-GLACIAL TILL-
Light olive brown, MEDIUM SAND, little coarse sand, trace fine gravel,
trace fine sand, occasional severely weathered rock fragments
Medium dense, light olive brown, MEDIUM SAND, little coarse sand,
trace fine gravel, trace fine sand, occasional severely weathered rock
fragments
Dense, light olive brown, ROCK FRAGMENTS
Dense, light olive brown, MEDIUM-FINE SAND, trace coarse sand
No recovery
Very dense, light olive brown, MEDIUM-FINE SAND, little coarse sand,
trace fine gravel, severely weathered rock fragments in spoon shoe
-APPROXIMATE BEDROCK SURFACE-
Hard to very hard, slightly weathered, moderately fractured, grey with
black, medium-fine grained, GNEISS. Fractures shallow to moderately
dipping
RQD: 1.9 / 5.0 = 38%
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO.
138+05
3
B10STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 468.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 21MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
70
75
80
85
90
95
100
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
102.9
Bottom of Exploration @ 102.9 ft (El. 365.4)
FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)
STRATUM
SYMBOL
DEPTH
RANGE
(ft)
DEPTH
(ft)
SAMPLE
NUMBERDEPTH ELEVATION
BLOWS
PER
0.5 ft
SAMPLER
RECOVERY
(ft) [%]
4
STA.
SHEET NO.
138+05
4
B10STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION
ELEVATION (ft) 468.3
BORING NO.
OFF.
TEST BORING REPORT
OF
BASELINE
RT 21MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION
NH Route 10
105
110
115
120
125
130
135
DESCRIPTION
BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906
Replace NH10 bridge over Asheulot River (152/181)
470
472
474
476
478
468
466
464
462
460
458
456
454
452
450
448
446
444
442
440
438
436
434
B10
ABUTMENT B
BA
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\ABUTA 12906AbutA
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
ABUTMENT A MASONRY
151\181 12906
18 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10934------------
5/13SMG
SMG 8/11
8/11SRL
AS NOTED
N
WP 1WP 3
À GIRDER 1À GIRDER 2À GIRDER 3À GIRDER 4À GIRDER 5
19’-6"20’-0"
7°-00’-00"
9’-6"21’-0"21’-0"9’-6"
1’-6"2’-0�"1’-0" 2’-1�"
1’-
4"
1’-
4"
2’-
8"
7"
61’-0"
(TYP)
8’-5"
CHORD
CONSTRUCTION
LINE
WORKING
SLAB SEAT
APPROACH
ABUTMENT
BACK OF
7"7’-10�"
(TYP)
8’-5�"
ABUTMENT A PLAN
SCALE: �" = 1’-0"
1’-
0"
2’-
8"
2’-
5"
JOINT
CONSTRUCTION
DECK
ABUTMENT
FACE OF
BRIDGE DECK
CONCRETE
STA. 135+76.00
WP 2BREAK
SHOULDER
1’-1�"19’-10�"19’-6�"1’-5�"
6’-6�"8’-6"4’-10"3’-8"8’-6"7’-4�"
(T
YP)
2’-
0"
(TYP)
2’-0"
(T
YP)
4’-0"
OU
TL
ET I
NV
ER
T
EL. 4
55.
0
26’-
0"
OU
TL
ET I
NV
ER
T
EL. 4
55.
0
31’-
0"
ITEM 605.906
12’-11�"
4 SP @ 8’-5�" = 33’-11"
5 - HP12x84 PILES
14’-1�"
À BEARING A
EL. 457.50
EL. 465.25
* EL. 470.46
** EL. 470.43
* EL. 469.66
** EL. 469.63
EL. 464.75
EL. 465.59EL. 465.62EL. 465.40EL. 465.19EL. 464.98
EL. 464.00EL. 464.50
* EL. 469.81
** EL. 469.78
* EL. 469.01
** EL. 468.98
** EL. 468.32** EL. 467.68
(ROADWAY ITEM)
3�" HUMUS (TYP)
(TYP)
3" MIN.
SLAB SEAT
APPROACH
DECK
TOP OF CONCRETE LINE
WORKING
EL. 462.00
FINISHED GRADE
** ELEVATIONS GIVEN AT BACK OF ABUTMENT
* ELEVATIONS GIVEN AT FACE OF ABUTMENT(ROADWAY ITEM) (TYP)
EMBANKMENT-IN-PLACE
ITEM 504.1
PAY LIMITS,
ITEM 209.201
GROUND
APPROX. EXISTING
(TYP)
1’-0"
JOINT
CONSTRUCTION
SCALE: �" = 1’-0"
ABUTMENT A ELEVATION
A
A
(T
YP)
2’-
0"
B
B(TYP)
HP12x84
** EL. 469.43
* EL. 469.45* EL. 469.79
** EL. 469.76
EL. 457.0
INVERT
EL. 457.0
INVERT
EL. 457.75
INVERTSEE DETAIL THIS SHEET
ITEM 605.906ITEM 585.21ITEM 585.22 ITEM 585.21 ITEM 585.22
SCALE: �" = 1’-0"
SECTION A-A
(2’-0" THICK)
ITEM 585.21
ITEM 593.411
À HP12x84
5’-0" 2’-8" 1’-0"
3’-9"
3’-0"
1’-
0"
1’-0"
1’-
0"
3
1
1
1
1
1
EL. 457.50
EL. 462.00
JOINT
CONSTRUCTION
DECK
ITEM 209.201
(SEE BR SHT 30)
APPROACH SLAB
(2’-0" THICK)
ITEM 508.
(SEE BR SHT 31)
EXPANSION JOINT
(ROADWAY ITEMS)
ROADWAY BOX QUANTITES
(ROADWAY ITEM)
EMBANKMENT-IN-PLACE
GROUND
APPROX. EXISTING
JOINT)
CENTERED OVER
(2’-0" WIDE,
ITEM 538.2
20’-0" 1’-4"
1’-0"
2’-5"1’-4"
PAY LIMIT ITEM 538.6
PAY LIMIT ITEM 403.911
(ROADWAY ITEM)
PAY LIMIT 1�" WEARING COURSE
(ROADWAY ITEM)
PAY LIMIT 1�" WEARING COURSE
ITEM 534.3
PAY LIMITS,
1’-0"2’-0" 1’-0" 2’-0"
6’-0"
BR SHT 31
SEE DETAIL A
ITEM 605.906
2’-0"
1
1
1’-
0"
(SEE BR SHT 30)
SLEEPER SLAB
À BEARING A
À BEARING
EL. 457.50
1
3
(2’-0" THICK)
ITEM 585.22
EL. 463.50
1’-
0"
1
1
ITEM 593.411
5’-0" 2’-8" 1’-0"(ROADWAY ITEM)
EMBANKMENT-IN-PLACE
SCALE: �" = 1’-0"
SECTION B-B
EL. 462.00
CENTERED OVER JOINT)
ITEM 538.2 (2’-0" WIDE,
1’-
0"
1’-4"1’-4"
JOINT
CONSTRUCTION
ITEM 534.3
PAY LIMITS,
ITEM 207.3
PAY LIMITS,
(ROADWAY ITEM)
3�" HUMUS
2’-0"
ITEM 605.906
1’-
0"
GROUND
APPROX. EXISTING
UNDERDRAIN DETAIL
SCALE: �" = 1’-0"
UNDERDRAIN (CONTRACTOR’S OPTION)
ITEM 605.906, 6 IN. PIPE
1’-6"
1’-
8"
2"
SUBS. TO ITEM 605.906
SAND
SUBS. TO ITEM 605.906
AGGREGATE
SUBS. TO ITEM 605.906
GEOTEXTILE
SECTION 605.
SHALL MEET THE REQUIREMENTS OF
GEOTEXTILE, AGGREGATE, AND SAND
NOTE;
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\ABUTA 12906A-Rebar
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
ABUTMENT A REINFORCEMENT
151\181 12906
19 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10935------------
5/13SMG
SMG 7/12
7/12SRL
AS NOTED
SCALE: �" = 1’-0"
ABUTMENT A ELEVATION
8 NS, 8 FS
16 #6A1 @ 1’-0"
7 NS, 7 FS, SPL W/#6A1
14 #6A1 @ 1’-0"
2 BARS/LINE
APPROACH SLAB SEAT
2 LINES TOP, 1 LINE MID
6 #5A3
SP
L
W/
#6
A1
7
#6
A4
NS
AL
T
SP
L
W/
#6
A1
14
#8
A5
@
6"
FS
SP
L
W/
#6
A1
7
#6
A4
NS
AL
T
SP
L
W/
#6
A1
13
#8
A5
@
6"
FS
@
1’-
0"
NS
1
EA
#6
A9 -
#6
A1
0
@
6"
FS
1
EA
#8
A1
1 -
#8
A1
2
@
6"
FS,
AL
T
SP
L
W/
#6
A2
1
EA
#8
A1
3 -
#8
A1
7
@
6"
FS
1
EA
#8
A1
8 -
#8
A2
0
9�
"
3"
@
6"
FS,
AL
T
SP
L
W/
#6
A2
1
EA
#8
A3
2 -
#8
A3
6
3"
@
1’-
0"
NS
1
EA
#6
A2
7 -
#6
A2
8
@
6"
FS
1
EA
#8
A3
7 -
#8
A3
9
5�
"
SP
L
W/
#6
A2
1
EA
#6
A6 -
#6
A8
NS
@
1’-
0"
NS
1
EA
#6
A2
2 -
#6
A2
3
1 NS, 1 FS
2 #5A21E Û
@
6"
FS
1
EA
#8
A2
9 -
#8
A3
1
1 NS, 1 FS
2 #5A40E Û
@ 1’-0"
3 #5A41 â
1’-0" 1’-1" 1’-0"11"
@ 1’-0"
7 #5A42 â
@ 1’-0"
4 #7A43 â
@ 1’-0"
3 #7A43 â
@ 1’-0"
7 #5A45 â
@ 1’-0"
3 #5A46 â
1 NS, 1 FS
2 #7A47 Ò
1 NS, 1 FS
2 #7A48 Ò
1 NS, 1 FS
2 #7A49 Ò
1 NS, 1 FS
2 #7A50 Ò
1 NS, 1 FS
2 #7A51 Ò
(TYP)
11"
(TYP)
11"
4 LINES, 2 BARS/LINE
8 #6A1 SP EQ BEAM SEAT
9 NS, 9 FS
18 #7A53
4 NS, 4 FS
8 #7A52
SPL W/#7A43 â
SPL W/#7A44 â SPL W/#7A44 â SPL W/#7A44 â SPL W/#7A44 â
SPL W/#7A43 â
9 NS, 9 FS
18 #7A54
9 NS, 9 FS
18 #7A55
9 NS, 9 FS
18 #7A56
3 NS, 3 FS
6 #7A56
SP W/#7A52 - #7A56
41 #5A58E Ü APPROACH SLAB DOWEL
SP W/#7A52 - #7A56
41 #5A59E APPROACH SLAB SEAT
SPL (TYP)
2’-9" MIN
X
X
X
XX
X
X
X
A
A
SP W/#7A47 Ò - #7A56
46 #5A57 Æ BEAM SEAT
2 BARS/LINE
2 LINES,
4 #6A1 MID
21 COLUMN, 7/COLUMN, SP W/#7A43 â & #7A44 â
147 #4A80 @ 1’-0" VERT (SHOWN AS "X")
22 COLUMN, 6/COLUMN, SP W/#7A43 â & #7A44 â
132 #4A80 @ 1’-0" VERT (SHOWN AS "X")
B
B
C
C
#8A29 FS
#6A22 NS
DD
EE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1 #5A66E Æ
1 #5A76E Æ
3 LINES NS, 3 LINES FS
6 #6A2
3"3"
X
X
X
X
X X
X X
SP
L
W/
#6
A2
1
EA
#6
A2
4 -
#6
A2
6
NS
1
#6
A4
NS
@ 10"
9 #7A44 â
@ 10"
9 #7A44 â
@ 10"
9 #7A44 â
@ 10"
9 #7A44 â
5 COLUMN, 8/COLUMN, SP W/#5A42 â
40 #4A80 @ 1’-0" VERT (SHOWN AS "X")
5 COLUMN, 8/COLUMN, SP W/#5A45 â
40 #4A80 @ 1’-0" VERT (SHOWN AS "X")
9" 9"
SPL #7 (TYP)
3’-0" MIN
SPL #5 (TYP)
1’-6" MIN
SPL #8 (TYP)
4’-11" MIN
SPL #6 (TYP)
2’-9" MIN
CL
EA
R
3"
#5A69E Æ
#8A11 FS
#6A4 NS
#5A79E Æ
#5
A7
0E
Æ
#5
A6
0E
Æ
SPL W/#5A42 â
1 EA #5A63E Æ - #5A69E Æ
SPL W/#5A41 â
1 EA #5A60E Æ - #5A62E Æ
SPL W/#5A45 Æ
1 EA #5A73E Æ - #5A79E Æ
SPL W/#5A46 â
1 EA #5A70E Æ - #5A72E Æ
SCALE: �" = 1’-0"
SECTION A-A
NS
&
FS
#6
A1
#6A1
#6A1
NS
&
FS
#6
A2
#5A57 Æ
#5A3(TYP)
DECK REINFORCEMENT
#4
A8
0
APP SLAB DOW
#5A58E Ü
#7A56
#7A44 â
#5A59E
SCALE: �" = 1’-0"
SECTION B-B
NS
&
FS
#6
A1
#6A1
#6A1
NS
&
FS
#6
A2
#5A3(TYP)
DECK REINFORCEMENT
#7A49 Ò
#5A57 Æ
SCALE: �" = 1’-0"
SECTION C-C
#5A45 âWING
FACE OF
#5A77E Æ
#6
A4
#8
A5
#6
A2
2 -
#6
A2
7
#8
A2
9 -
#8
A3
7
#5A40E ÛN
SCALE: �" = 1’-0"
SECTION D-D
#5A41 â #5A42 â
#7A43 â
#7A44 â #7A44 â #7A44 â #7A44 â
#7A43 â
#5A45 â #5A46 â
#6A4
#8A5#6A1
#6A1
#6A1#8A5
#6A4 #6A1
#4A80 #4A80 #4A80 #4A80 #4A80 #4A80
SCALE: �" = 1’-0"
(DECK REINFORCEMENT NOT SHOWN FOR CLARITY)
SECTION E-E
OF DECK
OUTLINE
#5A76E Æ
NS & FS
#7A52
NS & FS
#7A53
NS & FS
#7A54
NS & FS
#7A55
NS & FS
#7A56
NS & FS
#7A56
#5A66E Æ
#5A59E
#5A58E Ü
#5A3 #5A3
#6A26
#8A36#8A17
#6A8
#6A2
#5A60E Æ - #5A69E Æ #5A70E Æ - #5A79E Æ
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\ABUTB 12906AbutB
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
ABUTMENT B MASONRY
151\181 12906
20 38
4/13KFD
KFD 4/13
5/13KDF124-4-1
10936------------
5/13SMG
SMG 11/11
8/11SRL
AS NOTED
N
À GIRDER 5À GIRDER 4À GIRDER 3À GIRDER 2À GIRDER 1
19’-6"20’-0"
7°-00’-00"
9’-6"21’-0"21’-0"9’-6"
1’-6"2’-0�"1’-0" 2’-3�"
1’-
4"
1’-
4"
2’-
8"
6’-1�" 8’-6" 4’-10" 3’-8" 8’-6" 7’-6�"
1’-3�"19’-8�"19’-5�"1’-6�"
7"
61’-0"
(TYP)
8’-5"
CHORD
CONSTRUCTION
LINE
WORKING
SLAB SEAT
APPROACH
ABUTMENT
BACK OF
7" 7’-10�"
(TYP)
8’-5�"
ABUTMENT B PLAN
SCALE: �" = 1’-0"
1’-
0"
2’-
8"
2’-
5"
JOINT
CONSTRUCTION
DECK
ABUTMENT
FACE OF
BRIDGE DECK
CONCRETE
WP 10
STA. 138+01.02
WP 11
WP 12
BREAK
SHOULDER
(T
YP)
2’-
0"
(T
YP)
4’-0"
(TYP)
2’-0"
OU
TL
ET I
NV
ER
T
EL. 4
56.
0
22’-
0"
OU
TL
ET I
NV
ER
T
EL. 4
56.
0
25’-
0"
ITEM 605.906
À BEARING B
14’-1�"
4 SP @ 8’- 5�" = 33’-11"
5 - HP12x84 PILES
12’-11�"
EL. 459.50
EL. 469.25
* EL. 472.67
** EL. 472.70
* EL. 471.87
** EL. 471.90
EL. 467.00
EL. 467.84 EL. 467.87 EL. 467.65 EL. 467.44 EL. 467.23
EL. 466.00
EL. 467.00
* EL. 472.04
** EL. 472.07
* EL. 471.24
** EL. 471.27
** EL. 470.61** EL. 469.97
(ROADWAY ITEM)
3�" HUMUS (TYP)
(TYP)
3" MIN.
ITEM 209.201
(TYP)
1’-0"
SCALE: �" = 1’-0"
ABUTMENT B ELEVATION
A
A
(T
YP)
2’-
0"
B
B
** EL. 471.70
* EL. 471.68
SLAB SEAT
APPROACH
DECK
TOP OF CONCRETELINE
WORKING
EL. 464.00
FINISHED GRADE
(TYP)
HP12x84
** ELEVATIONS GIVEN AT BACK OF ABUTMENT
* ELEVATIONS GIVEN AT FACE OF ABUTMENT
ITEM 504.1
PAY LIMITS,
GROUND
APPROX. EXISTING
JOINT
CONSTRUCTION
ITEM 504.1
PAY LIMITS,
* EL. 472.00
** EL. 472.03
EL. 459.0
INVERT
EL. 459.75
INVERT
EL. 459.0
INVERT
SEE DETAIL THIS SHEET
ITEM 605.906ITEM 585.21 ITEM 585.22ITEM 585.21ITEM 585.22
SCALE: �" = 1’-0"
SECTION A-A
(2’-0" THICK)
ITEM 585.21
ITEM 593.411
À HP12x84
5’-0"2’-8"1’-0"
3’-9"
6’-0"
1’-
0"
1’-0"
1’-
0"
1
1
1
1
1
EL. 459.50
EL. 464.00
JOINT
CONSTRUCTION
DECK
ITEM 209.201
(SEE BR SHT 30)
APPROACH SLAB
(2’-0" THICK)
ITEM 508.
(SEE BR SHT 31)
EXPANSION JOINT
(ROADWAY ITEMS)
ROADWAY BOX QUANTITES
(ROADWAY ITEM)
EMBANKMENT-IN-PLACE
GROUND
APPROX. EXISTING
JOINT)
CENTERED OVER
(2’-0" WIDE,
ITEM 538.2
20’-0"1’-4"
1’-0"
2’-5" 1’-4"
PAY LIMIT ITEM 538.6
PAY LIMIT ITEM 403.911
(ROADWAY ITEM)
PAY LIMIT 1�" WEARING COURSE
(ROADWAY ITEM)
PAY LIMIT 1�" WEARING COURSE
ITEM 534.3
PAY LIMITS,
(SEE BR SHT 30)
SLEEPER SLAB
1�
ITEM 207.3
PAY LIMITS,
ITEM 504.1
PAY LIMITS,
ITEM 504.1
PAY LIMITS,
1’-0"2’-0" 1’-0" 2’-0"
6’-0"
BR SHT 31
SEE DETAIL A
2’-0"
ITEM 605.906
1
1
1’-
0"
À BEARING B
À BEARING
EL. 459.50
1
(2’-0" THICK)
ITEM 585.22
1’-
0"
1
1
ITEM 593.411
5’-0"2’-8"1’-0"
SCALE: �" = 1’-0"
SECTION B-B
CENTERED OVER JOINT)
ITEM 538.2 (2’-0" WIDE,
1’-
0"
1’-4" 1’-4"
JOINT
CONSTRUCTION
ITEM 534.3
PAY LIMITS,
ITEM 207.3
PAY LIMITS,
(ROADWAY ITEM)
3�" HUMUS
1�
ITEM 504.1
PAY LIMITS,
GROUND
APPROX. EXISTING
ITEM 209.201
2’-0" ITEM 605.906
1’-
0"
UNDERDRAIN DETAIL
SCALE: �" = 1’-0"
UNDERDRAIN (CONTRACTOR’S OPTION)
ITEM 605.906, 6 IN. PIPE
1’-6"
1’-
8"
2"
SUBS. TO ITEM 605.906
SAND
SUBS. TO ITEM 605.906
AGGREGATE
SUBS. TO ITEM 605.906
GEOTEXTILE
SECTION 605.
SHALL MEET THE REQUIREMENTS OF
GEOTEXTILE, AGGREGATE, AND SAND
NOTE;
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\ABUTB 12906B-rebar
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
ABUTMENT B REINFORCEMENT
151\181 12906
21 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10937------------
5/13SMG
SMG 8/12
8/12SRL
AS NOTED
SCALE: �" = 1’-0"
ABUTMENT B ELEVATION
7 NS, 7 FS, SPL W/#6B1
14 #6B1 @ 1’-0"
SP
L
W/
#6
B1
8
#6
B4
NS
AL
T
SP
L
W/
#6
B1
15
#8
B5
@
6"
FS
SP
L
W/
#6
B1
7
#6
B4
NS
AL
T
SP
L
W/
#6
B1
13
#8
B5
@
6"
FS
@
1’-
0"
NS
1
EA
#6
B1
0 -
#6
B1
1
@
6"
FS,
AL
T
SP
L
W/
#6
B2
1
EA
#8
B1
5 -
#8
B1
9
@
6"
FS
1
EA
#8
B2
0 -
#8
B2
2
9"
3"
@
6"
FS,
AL
T
SP
L
W/
#6
B2
1
EA
#8
B3
1 -
#8
B3
5
3"
@
1’-
0"
NS
1
EA
#6
B2
8 -
#6
B2
9
@
6"
FS
1
EA
#8
B3
6 -
#8
B3
8
6�
"
SP
L
W/
#6
B2
1
EA
#6
B7 -
#6
B9
NS
1 NS, 1 FS
2 #5B23E Û1 NS, 1 FS
2 #5B39E Û
@ 1’-0"
3 #5B40 â
1’-0"1’-1"11"
@ 1’-0"
7 #5B41 â
@ 1’-0"
4 #7B42 â
@ 1’-0"
3 #7B42 â
1 NS, 1 FS
2 #7B45 Ò
1 NS, 1 FS
2 #7B46 Ò
1 NS, 1 FS
2 #7B47 Ò
1 NS, 1 FS
2 #7B48 Ò
1 NS, 1 FS
2 #7B549 Ò
(TYP)
11"
(TYP)
11"
4 LINES, 2 BARS/LINE
8 #6B1 SP EQ BEAM SEAT
9 NS, 9 FS
18 #7B51
4 NS, 4 FS
8 #7B50
SPL W/#7B42 â
SPL W/#7B43 âSPL W/#7B43 âSPL W/#7B43 âSPL W/#7B43 â
SPL W/#7B42 â
9 NS, 9 FS
18 #7B52
9 NS, 9 FS
18 #7B53
9 NS, 9 FS
18 #7B54
3 NS, 3 FS
6 #7B54
SP W/#7B50 - #7B54
41 #5B56E Ü APPROACH SLAB DOWEL
SP W/#7B50 - #7B54
41 #5B57E APPROACH SLAB SEAT
SPL (TYP)
2’-9" MIN
X
X
X
X X
X
X
X
A
A
SP W/#7B45 Ò - #7B54
46 #5B55 Æ BEAM SEAT
2 BARS/LINE
2 LINES,
4 #6B1 MID
21 COLUMN, 7/COLUMN, SP W/#7B42 â & #7B43 â
147 #4B78 @ 1’-0" VERT (SHOWN AS "X")
22 COLUMN, 6/COLUMN, SP W/#7B42 â & #7B43 â
132 #4B78 @ 1’-0" VERT (SHOWN AS "X")
B
B
C
C
#5B77E Æ
#5B67E Æ
D D
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1 #5B63E Æ
1 #5B71E Æ
3 LINES NS, 3 LINES FS
6 #6B2
8 NS, 8 FS
16 #6B1 @ 1’-0"
2 BARS/LINE
APPROACH SLAB SEAT
2 LINES TOP, 1 LINE MID
6 #5B3
#8B30 FS
#6B4 NS
#8B12 FS
#6B4 NS
@ 1’-0"
10 #5B44 â3"
3"
@
1’-
0"
NS
1
EA
#6
B4
&
#6
B6
@
6"
FS
1
EA
#8
B1
2 -
#8
B1
4
@
6"
FS
3
#8
B3
0
X
X
X
X
SP
L
W/
#6
B2
1
EA
#6
B2
5 -
#6
B2
7
NS
@ 10"
9 #7B43 â
@ 10"
9 #7B43 â
@ 10"
9 #7B43 â
@ 10"
9 #7B43 â
5 COLUMN, 8/COLUMN, SP W/#5B44 â
40 #4B78 @ 1’-0" VERT (SHOWN AS "X")
5 COLUMN, 8/COLUMN, SP W/#5B41 â
40 #4B78 @ 1’-0" VERT (SHOWN AS "X")
XX
XX
9" 9"
SPL #5 (TYP)
1’-6" MIN
SPL #7 (TYP)
3’-0" MIN
SPL #6 (TYP)
2’-9" MINSPL #8 (TYP)
4’-11" MIN
@
1’-
0"
NS
1
EA
#6
B4
&
#6
B2
4
CL
EA
R
3"
#5
B5
8E
Æ
SPL W/#5B40 â
1 EA #5B58E Æ - #5B60E Æ
SPL W/#5B41 â
1 EA #5B61E Æ - #5B67E Æ
SPL W/#5B44 Æ
1 EA #5B68E Æ - #5B77E Æ
#5B3APP SLAB DOW
#5B56E Ü
(TYP)
DECK REINFORCEMENT
#6B1
#5B57E
NS
&
FS
#6
B2
NS
&
FS
#6
B1
#6B1
#7B43 â
#5B55 Æ
#7B54
#4
B7
8
SCALE: �" = 1’-0"
SECTION A-A
#7A47 Ò
#6B1
NS
&
FS
#6
B1
SCALE: �" = 1’-0"
SECTION B-B
#5B3(TYP)
DECK REINFORCEMENT
#6B1
NS
&
FS
#6
B2
#5B55 Æ
SCALE: �" = 1’-0"
SECTION C-C
#5B44 âWING
FACE OF
#5B75E Æ
#6
B4
#8
B5
#6
B2
5 -
#6
B2
8
#8
B3
1 -
#8
B3
7
#5B39E Û
#8
B3
0
#6
B4
#6
B2
4
N
SCALE: �" = 1’-0"
SECTION D-D
#5B40 â#5B41 â
#7B42â
#7B43â#7B43 â#7B43 â#7B43 â
#7B42 â
#5B44 â
#6B4
#8B5 #6B1
#6B1
#6B1 #8B5
#6B4#6B1
#4B78 #4B78 #4B78 #4B78 #4B78 #4B78
SCALE: �" = 1’-0"
(DECK REINFORCEMENT NOT SHOWN FOR CLARITY)
SECTION E-E
OF DECK
OUTLINE
#5B71E Æ
NS & FS
#7B50
NS & FS
#7B51
NS & FS
#7B52
NS & FS
#7B53
NS & FS
#7B54
NS & FS
#7B54
#5B63E Æ
#5B57E
#5B56E Ü
#5B3#5B3
#6B27
#8B35 #8B19
#6B9
#6B2
#5B58E Æ - #5B67E Æ#5B68E Æ - #5B77E Æ
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
PIER 1 SHOWN, PIER 2 SIMILAR
NOTE:
SUBDIRECTORY
BRD\PIER 12906Pier
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
PIER MASONRY
151\181 12906
22 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10938------------
5/13SMG
SMG 9/11
8/11SRL
AS NOTED
N
À CONSTRUCTION
SCALE: �" = 1’-0" (SHOWN ONLY IF DIFFERENT THAN PIER 1)
(XX) = DIMENSION OR ELEVATION OF PIER 2
XX = DIMENSION OR ELEVATION OF PIER 1
(WP 7)
WP 4
(11�")
11�"
7"
(TYP)
8’-5"
À GIRDER 1 À GIRDER 2 À GIRDER 5
À GIRDER 4
À GIRDER 3
À BEARING
4’-
6"
5’-
0"
4’-
6"
7’-
0"
7’-
0"
2’-
0"
5’-
0"
5’-
0"
2’-
0"
23’-6"24’-10"
1’-0" 1’-0"
(TYP)
8’-5�"
22’-6"23’-10"
PIER PLAN
(STA. 137+43.63)
STA. 136+33.63
(WP 9)
WP 6
46’-4"
2’-
0"
14’-
0"
2’-
0"
18’-
0"
CONSTRUCTION CHORD WORKING LINE
WP 5 (WP 8)
2’-0"48’-4"2’-0"
52’-4"
1’-6" (TYP)
3’-0" (TYP)
2’-0"
7 SP @ 6’-4" = 44’-4"
24 - HP12x53 PILES
2’-0"
2’-6"
(2’-11�")
2’-10�"
(1’-9�")
1’-9�"
(1’-9�")
1’-9�"
(2’-10�")
2’-9�"
(17’-10")
17’-10�"
(19’-1�")
19’-2�"
A
A
SCALE: �" = 1’-0"
PIER ELEVATION
GRADE
PROPOSED FINISHED
GROUND
APPROX. EXISTING
(TYP)
HP12x53
(EL. 465.37)
EL. 464.27
(EL. 465.34)
EL. 464.24
(EL. 465.13)
EL. 464.03
(EL. 464.92)
EL. 463.82
(EL. 464.70)
EL. 463.60
(EL. 464.60)
EL. 463.50(EL. 465.27)
EL. 464.17
(TYP)
2’-0"
1
12
(TYP)
ITEM 209.201
(TYP)
SUITABLE FILL
FLOW
ITEM 504.1
PAY LIMITS,
ITEM 207.3
PAY LIMITS,
ITEM 504.1
PAY LIMITS,
ITEM 207.3
PAY LIMITS,
(SEE SECTION B-B)
NOSE ARMOR
‘ 8x8x�
(T
YP)
5�
"
(TYP)
4’-0"
(TYP)
8’-0"
3’-4"
SHEAR KEY (TYP)
2’-0"x 4’-0"x 5�"
EACH WAY
2" WASH (TYP)
BB
(T
YP)
1’-
6"
WORKING LINE
(TYP)
1" MIN
(TYP)
ITEM 503.201
EL. 450.00
EL. 430.00
EL. 427.00
EL. 423.00
(EL. 463.00)
EL. 462.00
TOP OF RUSTICATION
SCALE: �" = 1’-0"
SECTION A-A
(TYP)
HP12x53
48
1
1"
MI
N.
2"
WA
SH
(3’-7�" @ EL. 463.00)
VARIES
À BEARING & PIER
4’-6"2’-6"2’-6"4’-6"
2’-0"14’-0"2’-0"
SHEAR KEY
2’-0"x 4’-0"x 5�"
(TYP)
SUITABLE FILL
(TYP)
ITEM 209.201
ITEM 207.3
PAY LIMITS,
(TYP)
(2’-0" THICK)
ITEM 585.21
(TYP)
ITEM 593.411
GROUND
APPROX. EXISTING
ITEM 504.1
PAY LIMITS,
ITEM 534.3
PAY LIMITS,
18’-0"
(TYP)
ITEM 503.201
ITEM 520.6
EL. 435.00
EL. 430.00
EL. 427.00
EL. 423.00
ITEM 520.213
ITEM 520.12
8’-0"
UPSTREAM END ONLY)
(INCL. IN ITEM 550.1,
‘ 8x8x� GALV. A709 GR. 36
À PIER
(T
YP)2
"(TYP)
45°-00’-00"
SECTION B-B
SCALE: �" = 1’-0"
(INCL. IN ITEM 550.1)
ALTERNATING @ 1’-0" O.C.
�" ´ x 8" STUDS
RUSTICATION DETAIL
SCALE: 3" = 1’-0"
1�"
�"
2"
�"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBYPIER 1 SHOWN, PIER 2 SIMILAR
NOTE:
SUBDIRECTORY
BRD\PIER 12906PierRein
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
PIER REINFORCEMENT
151\181 12906
23 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10939------------
5/13SMG
SMG 9/11
8/11SRL
AS NOTED
A
A
SCALE: �" = 1’-0"
X XX XXXXXXXXXXX X X X XXXX
XXXXXXXXXXX XXXXXX X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX
X X X X X
#5P1 #5P1
41 NS, 41 FS, 7/END
96 #7P5
41 NS, 41 FS, 7/END
96 #7P5, SPL W/#7P3 ˛
BB
CC
5 EQ SP
#7P3 ˛ NS & FS
30 SP @ 1’-0"
#7P3 ˛ NS & FS
5 EQ SP
#7P3 ˛ NS & FS
3 EQ SP
#7P3 ˛ NS & FS
3 EQ SP
#7P3 ˛ NS & FS
SPLICE (TYP)
3’-0" MIN
SP
LI
CE (
TY
P)
3’-
9"
MI
N
4 LINES, 2 BARS/LINE
8 #6P7, SP EQ TOP
SPACING FOR TIES SHOWN AS X
#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5
SPACING FOR TIES SHOWN AS X
#4’S @ 3’-0", TIE W/#7P3 ˛ & #7P5
SPACING FOR TIES SHOWN AS X
#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5
SPACING FOR TIES SHOWN AS X
#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5
SPACING FOR TIES SHOWN AS X
#4’S @ 3’-0", TIE W/#7P3 ˛ & #7P5
SPACING FOR TIES SHOWN AS X
#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5
5 EQ SP30 SP @ 1’-0"5 EQ SP
#7P5 SPACING AT TOP OF SHAFT
PIER REINFORCEMENT
TOP & BOT
#10P2
(1 #5P42 Ù)
SPL W/#6P7
1 #5P41 Ù
(1 #5P42 Ù)
SPL W/#6P7
1 #5P41 Ù
(TYP)
(#4P78 )
#4P77
(TYP)
(#4P76 )
#4P75
(TYP)
#4P43
1
EA
EN
D
PI
ER,
SP
L
W/
#6
P6
2
EA, #
5P
8 -
#5
P4
0 (
#5
P4
1) Ù
(SHOWN ONLY IF DIFFERENT THAN PIER 1)
(XX) = REBAR DESIGNATION OR QUANTITY OF PIER 2
XX = REBAR DESIGNATION OR QUANTITY OF PIER 1
41 #4P77 (#4P78 )
33 (
34)
LI
NE
S
NS, 3
3 (
34)
LI
NE
S
FS, 2
BA
RS/
LI
NE
13
2 (
13
6)
#6
P6
@
1’-
0"
HP12x53 PILES
SP
W/
#6
P6
21
EA, #
4P
43 -
#4
P7
5 (
#4
P7
6)
SCALE: �" = 1’-0"
WORKING LINE
4"
11"11"
SPLICE (TYP)
2’-5" MIN
47 TOP, 47 BOT (CUT AS REQUIRED AT PILE LOCATIONS)
94 #10P2 @ 1’-0"
PIER FOOTING REINFORCEMENT
(TYP BOTH ENDS)
7 #7P3 ˛, SP EQ
2 BARS/LINE
14 LINES TOP, 14 LINES BOT
56 #5P1 @ 1’-0"
1 TOP, 1 BOT
2 #10P2
1 TOP, 1 BOT
2 #10P2
HP12x53 PILES
41 NS, 41 FS
82 #7P3 ˛, SP W/#10P2
N
SCALE: �" = 1’-0"
VIEW C-C
#6P7 #6P7
#7P5 NS & FS
(TYP BOTH ENDS)
#7P5(#5P42 Ù)
#5P41 Ù
(#5P42 Ù)
#5P41 Ù
(#4P78 )
#4P77
SCALE: �" = 1’-0"
SECTION A-A
6’-
0"
6"
TOP & BOT
#5P1
SP
LI
CE (
TY
P)
3’-
9"
MI
N
EQ SP
#6P7
NS
&
FS
#6
P6
#7P5
#7P5
#7P3 ˛
#10P2
(#4P78 )
#4P77
#4
P4
3 -
#4
P7
5 (
#4
P7
6 )
CONCRETE
FACE OF
2�" CLEAR
BAR (TYP)
VERTICAL
2�" CLEAR
CONCRETE
FACE OF
45°-00’-00"
TYPICAL TIE BAR DETAILN.T.S.
GROOVE
RUSTICATION
(TYP)
1�"
BAR
HORIZONTAL
#4 TIE BAR
GROOVE
RUSTICATION
SCALE: �" = 1’-0"
SECTION B-B
À PIER
MIN
2’-5"
(T
YP)2"
#5P20 Ù
(TYP)
45°-00’-00"#6P6
#6P6
#4P55 #4P55
#7P5 NS & FS
ON BR SHT 22
SEE SECTION B-B
SP EQ
#7P5
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
NOT TO SCALE
BOTTOM OF WEB
57’-6" 57’-6"
À BRG ABUT BÀ BRG PIER 2À BRG PIER 1À BRG ABUT A
CAMBER DIAGRAM
110’-0"
SEE BR SHT 25
FOR WEB HAUNCH DETAIL
WEB DEPTH
LINE
REFERENCE (TYP)
FABRICATION POSITION
FULLY CAMBERED
SUBDIRECTORY
BRD\SUPER 12906Framplan
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
FRAMING PLAN
151\181 12906
24 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10940------------
5/13SMG
SMG 11/11
11/11SRL
AS NOTED
N
(EXP)
À BRG. ABUT. A
(EXP)
À BRG. PIER 1
(TYP)
7°-00’-00" SKEW
(EXP)
À BRG. ABUT. B
(EXP)
À BRG. PIER 2
À CONSTRUCTION
STA. 138+01.02
STA. 137+43.63STA. 136+33.63
STA. 135+76.00
CHORD
CONSTRUCTION
SEE DETAIL BR SHT 26
CONNECTION DETAIL (TYP)
ABUTMENT A DIAPHRAGM
SEE DETAIL BR SHT 26
TYPE 1 DIAPHRAGM (TYP)
SEE DETAIL BR SHT 26
TYPE 1 DIAPHRAGM (TYP)
SEE DETAIL BR SHT 26
CONNECTION DETAIL (TYP)
ABUTMENT B DIAPHRAGM
SEE DETAIL BR SHT 26
CONNECTION DETAIL (TYP)
PIER CROSS FRAME
SEE DETAIL BR SHT 26
TYPE 2 CROSS FRAME (TYP)
À GIRDER 5
À GIRDER 4
À GIRDER 3
À GIRDER 2
À GIRDER 1
SPAN 1 SPAN 2 SPAN 3
(TYP)
FIELD SPLICE
4
SP
@
8’-
5"
=
33’-
8"
22’-0" 22’-0"
8"8"
FRAMING PLAN
SCALE: 1" = 10’-0"
138137
136
BR SHT 26
SEE DETAIL ON
DRIP BARS (TYP)
5’-0"
DIAPHRAGM SP
14’-2"
DIAPHRAGM SPACING
2 SP @ 19’-2" = 38’-4"
DIAPHRAGM SPACING
6 SP @ 18’-4" = 110’-0"
DIAPHRAGM SPACING
2 SP @ 19’-2" = 38’-4"
DIAPHRAGM SP
14’-2"
5’-0"
SEE DETAIL BR SHT 26
TYPE 1 DIAPHRAGM (TYP)
SPLICE
À FIELD
SPLICE
À FIELD
57’-6"110’-0"57’-6"
5’-1�" 5’-1�"18’-0"58’-0"65’-6"58’-0"18’-0"
N
À BRG ABUT A À BRG PIER 1 À BRG PIER 2 À BRG ABUT B
(TYP)
1’-4�"
JOINT (TYP)
CONSTRUCTION
CHORD
CONSTRUCTION
BRIDGE DECK POURING SEQUENCE
SCALE: 1" = 30’-0"
ALL DIMENSIONS GIVEN ALONG CONSTRUCTION CHORD
1 1 122 33
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
NOTES
2
2
2
SUBDIRECTORY
BRD\SUPER 12906Girder
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
GIRDER LAYOUT
151\181 12906
25 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10941------------
5/13SMG
SMG 11/11
11/11SRL
AS NOTED
1. WEB DEPTH = START DEPTH + DEPTH CHANGE * (DISTANCE FROM START / PARABOLA LENGTH)
D1 = 33.0000" + 19.9375" * (X1 / 25.7500’)
D2 = 33.0000" + 19.9375" * (X2 / 52.0000’)
2. DEPTH CHANGE = ALGEBRAIC DIFFERENCE IN WEB DEPTH BETWEEN START LOCATION AND
À PIER MINUS 1�" TO ACCOUNT FOR CURVED PORTION OF TRANSITION (SEE WEB
HAUNCH DETAIL, THIS SHEET).
3. X1 AND X2 MEASURED IN FEET, D1 AND D2 ARE NORMAL TO THE TOP OF WEB.
GIRDER ELEVATION AND SHEAR CONNECTOR LAYOUT
SCALE: �" = 1’-0"
À BRG PIER 1À BRG ABUT A À FIELD SPLICE À SPAN 2
THIS SHEET
SEE WEB HAUNCH DETAIL
6"
3 STUDS/ROW
55 SP @ 1’-0" = 55’-0"
3 STUDS/ROW
76 SP @ 9" = 57’-0"
22’-0"
55’-0"57’-6"
FLANGE PLATE �"x 16"
29’-5"
FLANGE PLATE 1�"x 16"
50’-9"W
EB
DE
PT
H
33"
@ À BEARING
54" WEB DEPTH
WE
B
DE
PT
H
33"
FLANGE PLATE 1�"x 16"
66’-0"
CONSTANT WEB DEPTH GIRDER
29’-5"
VARIABLE WEB DEPTH GIRDER
83’-9"
À SPAN 2
SYMMETRICAL ABOUT
�" WEB PLATE �" WEB PLATE
8"
FLANGE PLATE 1�"x 16"
50’-9"
FLANGE PLATE �"x 16"
29’-5"
FLANGE PLATE 1�"x 16"
66’-0"
(TYP)
�
1’-
0"
1’-
0"
1’-0"
1’-
4�
"
HO
LE
S
3 -
1�
" ´
DEPTH
33" WEB
X1
D1
X2
D2
AA
OF GIRDER
IN LONGITUDINAL DIRECTION
WELD TO BE GROUND FLUSH
À WEB SPLICE
�"
WE
B
PL
AT
E
SHOP WEB SPLICE DETAILSSCALE: AS NOTED
ELEVATION
SCALE: �" = 1’-0"
SECTION A-A
SCALE: 6" = 1’-0"
GROOVE WELD
COMPLETE PENETRATION
�" WEB
2�
1
À SPLICE
SCALE: 3" = 1’-0"
OF FLANGE
WEB SIDE
FLANGE THICKNESS TRANSITION
SHOP SPLICE AT
DIRECTION OF GIRDER
BE GROUND FLUSH IN LONGITUDINAL
COMPLETE PENETRATION GROOVE WELD TO
PRIOR TO WELDING
BEVEL PLATE
SHEAR CONNECTOR DETAIL
SCALE: 1�" = 1’-0"
À GIRDER
FIELD WELD (TYP)
AUTOMATIC STUD ARC
5"5"
MI
N
2�
"
MI
N
2"
1�"
�" DIAMETER (TYP)
�"
7"
OPTION ON BRIDGE SHEET 29.
SPACING WITH THE DECK PANEL
SEE REVISED SHEAR CONNECTOR
XX WEB DEPTH
1’-0"
1’-6"
2’-0"
2’-6"
3’-0"
54"
53�"
53�"
52�"
53 �"
XX XX
(LEVEL)
TANGENT
W.P.
WEB PLATE
À BRG PIER
R = 22.63’
CIRCULAR CURVE
CURVE
PARABOLIC
R = 22.63’
CIRCULAR CURVE
CURVE
PARABOLIC
W.P.
1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"
TYPICAL WEB HAUNCH DETAIL AT PIERSSCALE: �" = 1’-0"
À SPLICE
1�"
3"
2�"
1�"
3"
2�"
�" MAX
1�
"1�
"
4"
3’-0�
"
= 2’-9"
11
SP
@ 3"
ELEVATION SECTION
` �"x 7"x 2’-7"
` �"x 7"x 2’-7"
` �"x 1’-2"x 3’-0�"
2’-7"
À SPLICE
1�"
1�"1�" 1�"
= 1’-0"
4 SP @ 3"
= 1’-0"
4 SP @ 3"
AND BOTTOM FLANGE BOTTOM SIDE
PLAN TOP FLANGE TOP SIDE
1’-4"
2" 3
"
2"
3"
À GIRDER
2’-7"
À SPLICE
1�"
1�"1�" 1�"
= 1’-0"
4 SP @ 3"
= 1’-0"
4 SP @ 3"
7"
2" 3
"
2"
3"
À GIRDER
AND BOTTOM FLANGE WEB SIDE
PLAN TOP FLANGE WEB SIDE
1’-4"
7"
TO FIT BEARING ELEVATIONS.
IN THE SHOP WHILE GIRDERS ARE ASSEMBLED
HOLES FOR FIELD SPLICES SHALL BE DRILLED
NOTE;
FIELD SPLICE DETAILS
SCALE: �" = 1’-0"
41.05"
@ À
SP
LI
CE
VA
RI
AB
LE
DE
PT
H
WE
B
` �"x 1’-4"x 2’-7"
` �"x 1’-4"x 2’-7"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\SUPER 12906Kframe
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
CROSS FRAME & DIAPHRAGM DETAILS
151\181 12906
26 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10942------------
5/13SMG
SMG 11/11
11/11SRL
AS NOTED
BEARING STIFFENER - ABUTMENT A & BSCALE: 1�" = 1’-0"
(TYP)
�
(TYP)
�
�
BEAR (TYP)
GRIND TO
�"– �" (TYP)
�"– �" (TYP) 1�" (TYP)
�"– �
" (
TY
P)
(T
YP)
3"
33"
�"x 7�" (TYP)
BEARING STIFFENER
SCALE: 1�" = 1’-0"
CONNECTION PLATE
(TYP)
�
(TYP)
�
�
BEAR (TYP)
GRIND TO
�"– �" (TYP)
�"– �" (TYP) 1�" (TYP)
�"– �
" (
TY
P)
(T
YP)
3"
VA
RI
ES
�"x 7�" (TYP)
CONNECTION PLATE
SCALE: 1�" = 1’-0"
(TYP)
�
(TYP)
�
�
BEAR (TYP)
GRIND TO
�"– �" (TYP)
�"– �" (TYP) 1�" (TYP)
�"– �
" (
TY
P)
(T
YP)
3"
54"
BEARING STIFFENER - PIER 1 & 2
�"x 7�" (TYP)
BEARING STIFFENER
SCALE: �" = 1’-0"
(TYP)
3" MINIMUM
(T
YP)
SP
@ 3"
(TYP)
1�"PLATE (TYP)
�" CONNECTION
(TYP)
3" MINIMUM
MC18x42.7
TYPE 1 DIAPHRAGM (44 REQUIRED)
PLATE (TYP)
�" GUSSET ‘ 4x4x�
‘ 4x4x�
‘ 4x4x�
TYPE 2 CROSS FRAME (8 REQUIRED)
SCALE: �" = 1’-0"
(TYP)
3" MINIMUM
(T
YP)
SP
@ 3"
(TYP)
1�"
(TYP)
3" MINIMUM
� (TYP)
(TYP)
1" MINIMUM
(TYP)
1" MINIMUM
PLATE (TYP)
�" GUSSET
WEL
D (T
YP)
3"
MI
NI
MU
M
WEL
D
AT E
ND (T
YP)
�"– �
" TER
MI
NATE
(TYP)
STIFFENER
�" BEARING
�
(TYP)
(TYP)
45°-00’-00"
(T
YP)
1"
FLANGE
TOP OF BOTTOM
WELD (TYP)
SEAL WITH
(T
YP)
�"
ABUTMENT A DIAPHRAGM & DRIP BAR DETAIL
�
(TYP)
FOR �"´ BOLTS
À �"´ HOLES
À BRG ABUT A
SCALE: 1" = 1’-0"
(TYP)
MC18x42.7
(TYP)
7°-00’-00"
ENDS OF ALL GIRDERS)
(TYP. ON DOWN SLOPE
�"V x 1"H DRIP BARS
5’-0"
6"6"
PLATE (TYP)
�" CONNECTION
STIFFENER (TYP)
�" BEARING 4"
�
(TYP)
SCALE: 1" = 1’-0"
(TYP)
45°-00’-00"
(T
YP)
1"
FLANGE
TOP OF BOTTOM
WELD (TYP)
SEAL WITH
(T
YP)
�"
FOR �"´ BOLTS
À �"´ HOLES
STIFFENER (TYP)
�" BEARING
(TYP)
7°-00’-00"
�
(TYP)�
(TYP)�
(TYP)
À BRG PIER
(TYP)
6"
(TYP)
4’-0"
BOTH SIDES OF PIER)
OF ALL GIRDERS ON
(TYP. ON DOWN SLOPE
�"V x 1"H DRIP BARS
(TYP)
‘ 4x4x�
PIER CROSS FRAME & DRIP BAR DETAIL
(TYP)
�" GUSSET PLATE
SCALE: 1" = 1’-0"
ABUTMENT B DIAPHRAGM DETAIL
FLANGE
TOP OF BOTTOM
FOR �"´ BOLTS
À �"´ HOLES
À BRG ABUT B
STIFFENER (TYP)
�" BEARING(TYP)
MC18x42.7
(TYP)
7°-00’-00"
�
(TYP)
5’-0"
4"
PLATE (TYP)
�" CONNECTION
�
(TYP)
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
ELEVATION TABLE AND HAUNCH DETAIL THIS SHEET.
THE GIRDER TO THE BOTTOM OF THE DECK SLAB AT THE À OF THE GIRDER. SEE
AND THOSE IN THE TABLE IS THE ACTUAL BLOCKING DISTANCE FROM THE TOP OF
INDICATED IN THE TABLE. THE DIFFERENCE BETWEEN THE ELEVATIONS OBTAINED
ELEVATIONS ON THE TOP FLANGE OF THE GIRDERS ARE OBTAINED AT THE POINTS
1. AFTER THE STRUCTURAL STEEL IS ERECTED BUT BEFORE THE DECK FORMS ARE BUILT,
GIRDER WEIGHT.
ADJUSTED FOR TOTAL DEAD LOAD DEFLECTION, LESS THE DEFLECTION DUE TO
2. ELEVATIONS SHOWN IN THE TABLE ARE FINISHED BOTTOM OF SLAB ELEVATIONS
DECK SLAB ELEVATION NOTES
SEE BRIDGE SHEET 29.
3. FOR ELEVATIONS AT THE BOTTOM OF SLAB FOR THE PRECAST CONCRETE PANEL OPTION,
SUBDIRECTORY
BRD\SUPER 12906Decksect
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
DECK SECTION
151\181 12906
27 38
4/13KFD
KFD 4/13
5/13SMG124-4-1
10943------------
5/13SMG
SMG 8/11
8/11SRL
AS NOTED
TYPICAL DECK SECTIONSCALE: �" = 1’-0"
À GIRDER 1
À GIRDER 5
INTERMEDIATE BAY
TYPICAL
AT ABUTMENT
TYPICAL BAY
AT PIERS
TYPICAL BAY
4 SP @ 8’-5" = 33’-8"
5 WELDED PLATE GIRDERS
(T
YP)
10"
(T
YP)
VA
RI
ES
À CONSTRUCTION
(TYP)
6"
(TYP)
FACE OF CURB
(TYP)
FACE OF RAIL
(TYP)
7" REVEAL
VARIES
VARIES
DRIP NOTCH (TYP)
À �" HALF ROUND
(TYP)
ITEM 563.23
(TYP)
ITEM 534.3
PAY LIMITS,
2.4%- 2.4%
ITEM 538.6
(1" THICK)
ITEM 403.911
(ROADWAY ITEM)
1�" WEARING COURSE
(8�" THICK)
ITEM 520.70026
À CONSTRUCTION CHORD
7"
ı 39’-0" OUT-TO-OUT
ı 19’-6" ı 19’-6"
ı 2’-0"
SHOULDER
ı 5’-6"
SOUTHBOUND TRAVEL WAY
ı 12’-0"
NORTHBOUND TRAVEL WAY
ı 12’-0"
SHOULDER
ı 5’-6"
ı 2’-0"
(TYP)
ı 2"
(TYP)
ı 2"
* = RADIAL DIMENSION
- 3.0%
SHOULDER BREAK
1’-0"
MAX. OFFSET
1’-3�"
MIN 2’-0�" –)
(MAX 3’-4�" –
MIN 1’-1�" –)
(MAX 3’-3�" –
SCALE: 1�" = 1’-0"
8�
"
À GIRDER @ À BEARING
HAUNCH DETAIL
GIVEN TO THIS POINT
ELEVATIONS IN TABLE ARE
(TYP)
2�"
2�" @ PIERS)
(3�" @ ABUTMENTS,
BLOCKING DISTANCE
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
SUBDIRECTORY
BRD\SUPER 12906Deckbars
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
DECK REINFORCEMENT
151\181 12906
28 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10944------------
5/13SMG
SMG 3/12
3/12SRL
AS NOTED
SCALE: �" = 1’-0"
À GIRDER 1 À GIRDER 5
SECTION A-A
PLACEMENT AT MIDSPAN
TYPICAL TOP & BOTTOM BAR
8 SP @ 11" = 7’-4"
#5D1E 6�"6�" 6�"6�"
PLACEMENT OVER PIERS
TYPICAL TOP BAR
16 SP @ 5�" = 7’-4"
#5’S
SP AS SHOWN
#5D1E IN CURB
#5D8E Ł
ALONG EDGE COPING
#5D1E TOP & BOT
2 SP @ 10" = 1’-8"
#5D1E TOP & BOT
SP AS SHOWN
#5D1E IN CURB
#5D8E Ł
ALONG EDGE COPING
#5D1E TOP & BOT
2 SP @ 1’-0" = 2’-0"
#5D1E TOP & BOT
À GIRDER 2 À GIRDER 3 À GIRDER 4
#5D6E
#5D7E#5D2E ALT W/#5D3E
2�" CLEAR
1�" CLEAR
DECK
8�" CONCRETE
DECK REINFORCEMENT PLAN
SCALE: �" = 1’-0"
À BRG ABUT A
À BRG PIER 1 À BRG PIER 2
À BRG ABUT B6"6"
4�" 4�"
A
A
CC
162 TOP, 162 BOT
324 #5D5E @ 6"
131 TOP, 131 BOT
262 #5D6E @ 6"
162 TOP, 162 BOT
324 #5D7E @ 6"
SP AS SHOWN IN SECTION A-A
32 LINES TOP, 2 BARS/LINE, 1 EA BAR
32 #5D2E & 32 #5D3E ALT IN PAIRS
#5D2E
#5D2E
#5D3E
#5D3E
SP AS SHOWN IN SECTION A-A
43 LINES TOP, 43 LINES BOT, 8 BARS/LINE
688 #5D1E
SP AS SHOWN IN SECTION A-A
1 LINE TOP, 1 LINE BOT, 6 BARS/LINE
12 #5D1E
SP AS SHOWN IN SECTION A-A
1 LINE TOP, 1 LINE BOT, 8 BARS/LINE
16 #5D1E ALONG EDGE COPING
SP AS SHOWN IN SECTION A-A
1 LINE TOP, 1 LINE BOT, 2 BARS/LINE
4 #5D1E
SP AS SHOWN IN SECTION A-A
1 LINE TOP, 1 LINE BOT, 2 BARS/LINE
4 #5D1E
SP AS SHOWN IN SECTION A-A
1 LINE TOP, 1 LINE BOT, 8 BARS/LINE
16 #5D1E ALONG EDGE COPING
N
SPL (TYP)
2’-7" MINJOINT (TYP)
DECK CONSTRUCTION
(TYP)
37’-0"
(TYP)
24’-0"
SPL (TYP)
2’-7" MIN
#5D2E
(TYP)
37’-0"
(TYP)
24’-0"
#5D3E
#5D2E #5D3E
SP AS SHOWN IN SECTION A-A
32 LINES TOP, 2 BARS/LINE, 1 EA BAR
32 #5D2E & 32 #5D3E ALT IN PAIRS
SPL (TYP)
2’-7" MIN
BB
CHORD
CONSTRUCTION
SP
L
W/
#5
D1
E
TO
P
44
#6
D4
E
Ü
SP
L
W/
#5
D1
E
TO
P
44
#6
D4
E
Ü
87 #5D8E Ł @ 3/RAIL POST ASSEMBLY (SEE BR SHT 35 FOR DETAILS)
228 #5D8E Ł @ 1’-0" (PLACE IN CURB W/ALT #5 TRANSVERSE BARS)
87 #5D8E Ł @ 3/RAIL POST ASSEMBLY (SEE BR SHT 35 FOR DETAILS)
228 #5D8E Ł @ 1’-0" (PLACE IN CURB W/ALT #5 TRANSVERSE BARS)
SP AS SHOWN IN SECTION A-A
3 LINES, 8 BARS/LINE
24 #5D1E IN COPING
SP AS SHOWN IN SECTION A-A
3 LINES, 8 BARS/LINE
24 #5D1E IN COPING
SCALE: �" = 1’-0"
SECTION B-B
À BRG ABUT A
#5D5E
5D1E#
#6D4E Ü
SLAB DOWEL
APPROACH
#5A58E
SCALE: �" = 1’-0"
SECTION C-C
#5D7E
#5D1E
SLAB DOWEL
APPROACH
#5B56EÀ BRG ABUT B
#6D4E Ü
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO.TOWN
LOCATION
STATE PROJECT
BRIDGE SHEET
OF
FILE NUMBER
TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.
DESIGNED
DRAWN
QUANTITIES CHECKED
CHECKED
CHECKED
BY DATEDATE BYREVISIONS AFTER PROPOSAL
REV. DATE
ISSUE DATESHEET SCALESUBDIRECTORY
DECK PANELS_HL93
.DGN LOCATOR
4/02
AS NOTED
PRESTRESSED CONCRETE DECK PANEL NOTES
4/02
4/02
PRECAST CONCRETE DECK PANEL DETAILS
SPAN 1
0L .1L .2L .3L .4L .5L .6L .7L .8L .9L 1.0L
0.00 0.00 0.00
0.00 0.12 0.28 0.43 0.55 0.60 0.55 0.43 0.28 0.12 0.00
0.00 0.00 0.00
SPAN 2
SPAN 3
OF SLAB ELEVATION TABLE" DETAILED IN THE PLANS AND GIRDER HAUNCH DETAILS ON THIS SHEET.
THE TOP FLANGE OF THE GIRDERS ARE TO BE OBTAINED AT THE POINTS INDICATED IN "BOTTOM
1) AFTER THE GIRDERS ARE ERECTED AND BEFORE PRECAST DECK PANELS ARE SET, ELEVATIONS ON
CAST-IN-PLACE DECK THICKNESS AND THE TOTAL COMPOSITE DECK THICKNESS.
2) THE BOTTOM OF SLAB ELEVATIONS SHALL BE ADJUSTED BY THE DIFFERENCE BETWEEN THE
12/10
12/10
(6) CORROSION INHIBITOR (CALCIUM NITRITE) ADMIXTURE SHALL BE USED.
REBAR AND FOLLOW LAYOUT OF TOP MAT OF STEEL SHOWN ON THE DECK REINFORCING SHEET.
SHALL HAVE EPOXY COATED REBAR. CAST-IN-PLACE OVERPOUR SHALL HAVE EPOXY COATED
(11) REINFORCING IN PANELS SHALL BE BLACK BAR EXCEPT FOR END PANELS AT ABUTMENTS WHICH
PREVENT PANEL MOVEMENT TRANSVERSE TO THE GIRDERS.
(9) TEMPORARY BRACING BETWEEN ENDS OF PANELS SHALL BE SUPPLIED AS REQUIRED TO
SCREWS SHALL BE FILLED WITH AN APPROVED GROUT PRIOR TO DECK PLACEMENT.
GROUTING OPERATIONS AND PRIOR TO DECK PLACEMENT. HOLES LEFT BY LEVELING
(8) IF LEVELING SCREWS ARE USED, THEY SHALL BE COMPLETELY REMOVED AFTER THE
FOR ADDITIONAL INFORMATION.
(7) SEE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR SECTIONS 520 AND 528
SHALL BE DETERMINED BY THE FABRICATOR AND INDICATED ON THE SHOP DRAWINGS.
(5) PANEL LIFTING LOCATIONS SHOWN ARE ADVISORY ONLY. ACTUAL LIFTING LOCATIONS
WITH AN APPROVED HIGH STRENGTH ADHESIVE.
SHALL BE CUT IN THE FIELD TO THE REQUIRED HEIGHT AND AFFIXED TO THE GIRDERS
(4) IF HIGH DENSITY EXPANDED POLYSTYRENE FOAM IS USED AS A TEMPORARY SUPPORT, IT
OF 0.06 in. BROOM THE SURFACE PARALLEL TO THE STRAND.
(3) THE TOP SURFACE OF THE DECK PANELS SHALL BE BROOMED TO A SURFACE ROUGHNESS
NHDOT
NHDOT
NHDOT
NHDOT12/10
DESIGN CRITERIA:
DECK SLAB ELEVATION NOTES
-0.04
-0.01
-0.07
-0.02
-0.08
-0.04
-0.07
-0.06
-0.06
-0.07
-0.04
-0.08
-0.02
-0.07
-0.01
-0.04
(NEGATIVE VALUES INDICATE UPWARD DEFLECTION)
- GROUT DAM WIDTH = 1�"
- STEEL FLANGE WIDTH = 16"
- PAVEMENT THICKNESS = 2�"
- C-I-P DECK THICKNESS = 5"
- MAXIMUM INITIAL COMPRESSION = 0.750 ksi (W/ f’ci = 4 ksi)
- ALLOWABLE TENSION IN CONCRETE = 0.19 f’c
- LIVE LOAD = HL-93
BAR SPACING = 5�"
BAR SIZE = #5
REINFORCEMENT REQUIREMENTS IN TOP MAT OVER PIERS TO MEET AASHTO LRFD 6.10.1.7
STRAND SPACING = 6"
f’c = 6 KSI
f’ci = 4 KSI
CONCRETE STRENGTHS
PANEL THICKNESS = 3�"
PANEL LENGTH = 7’-8"
C-C GIRDER SPACING = 8’-5"
(10) THE FOLLOWING DECK PANEL DESIGN INFORMATION SHALL BE USED FOR THIS PROJECT:
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY 151\181 12906
29 38
---124-4-1
10945------------
---
BRC\SUPER
GIRDER DEFLECTIONS DUE TO DECK PANEL DEAD LOAD (IN.)
AFTER ALLOWING FOR CHUCK SLIPPAGE.
STRANDS SHALL BE PULLED TO HAVE A NET TENSION OF 17.2 KIPS PER STRAND
LOW-RELAXATION TYPE, CONFORMING TO THE REQUIREMENTS OF ASTM A416. ALL
(2) PRESTRESSING STRANDS SHALL BE �" DIAMETER, GRADE 270 SEVEN WIRE
f’ci = 4,000 PSI MINIMUM
(1) CONCRETE STRENGTH: f’c = 6,000 PSI MINIMUM AT 28 DAYS
--- ---SCALE: 2" = 1’-0"
SHEAR CONNECTOR SPACING
(T
YP)
2�
"
(T
YP)
9"
2�"2�"
5"
À GIRDER
8�" MIN
9" MAX
CLEAR
1" MIN
STRAND PROJECTION
4" MIN
(T
YP)
6"
(TYP)
�" ´ STRAND
CONNECTOR (TYP)
�" ´ SHEAR
DAM THICKNESS
1�" GROUT
MIN
2"
(TYP)
AND GROUT DAM
EDGE OF FLANGE
PANEL (TYP)
EDGE OF PRECAST
(TYPICAL EXCEPT FOR END OF PANELS AT ABUTMENTS)
NOTCH ENDS OF PRECAST CONCRETE PANELS
TOP SURFACE (TYP)
BROOM FINISH
(TYP)
#3 BAR
PANELS ONLY
FOR END
PROJECTION
1’-6" REBAR
(TYP)
PROJECTION
4" MIN STRAND
(TYP)
LIFTING DEVICE
THICKNESS (MIN)
3�" PANEL
AT ABUTMENTS ONLY
FOR END OF PANELS
1’-6" MIN
�" ´ STRANDS
3" (MIN)1�
"
À
ST
RA
ND
S1�
"
1�" �"
ROUGHEN PANEL - BROOM FINISH
#3
BA
RS -
SP
AC
ED
@ 6"
3"(MIN)�" ´ STRANDS
PANEL WIDTH - 4’-0" MIN 8’-0" MAX
CL
EA
R
2"
MI
N
DECK PANEL DETAIL
SECTION A-A
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
PA
NE
L
LE
NG
TH
= 7’-8"
C-
C
GI
RD
ER
= 8’-5"
(5" THICK)
CONCRETE OVERPOUR
CAST-IN-PLACE
PROJECTION (TYP)
4" MIN STRAND
À GIRDER
(3�" THICK)
DECK PANELS
PRECAST CONCRETE
THICKNESS
GROUT BED
CLEAR
1"
THICKNESS)
ADMIXTURE (1" MIN
WATER REDUCING
CLASS AA W/ HIGH RANGE
* GROUT BED - CONCRETE
STEEL GIRDER HAUNCH DETAIL
SCALE: 2" = 1’-0"
PANELS (MIN)
SHALL EXTEND TO THE TOP OF DECK
HORIZONTAL SHEAR CONNECTORS
* ENSURE GROUT FLOWS UNDER PANEL FOR COMPLETE BEARING
MIN
2"
DAM THICKNESS
1�" GROUT
(TYP)
GROUT DAM
8�" MIN
9" MAX
CLEAR
1" MIN
PANEL ELEVATION
BOTTOM OF DECK
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
FOR SECTION D-D SEE BRIDGE SHEET 31.
SUBDIRECTORY
BRD\SUPER 12906Appslab
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
APPROACH SLAB MASONRY & REINFORCEMENT
151\181 12906
30 38
4/13KFD
KFD 4/13
4/13KFD124-4-1
10946------------
5/13SMG
SMG 11/11
11/11SRL
AS NOTED
N
138
APPROACH SLAB MASONRY & REINFORCEMENT
SCALE: �" = 1’-0"
À BRG ABUT A À BRG ABUT B
CHORD
CONSTRUCTION
CHORD
CONSTRUCTION
AA
STA. 138+01.02
WP 11
WP 15
WP 14
WP 13
WP 18
WP 17
WP 16
B B
19’-
6�
"1
9’-
7�
"
18’-
11�
"2
0’-
2�
"
R = 5000’
À CONSTRUCTION
19’-
5"
19’-
5�
"
18’-
9�
"2
0’-
0�
"
R = 5000’
À CONSTRUCTION
(TYP)
9"
(T
YP)
1’-0"
(TYP)
CURB SEAT
ABUTMENT A ONLY
PROVIDE PVC DRAINS AT
* = RADIAL DIMENSION
GALV. MESH (TYP)
(23 GAGE)
1’-6"x 6"x �"
@ 6"
2
SP
(T
YP)
2’-3"
(TYP)
2’-0"
(TYP)
1’-0"
(T
YP)
3"
(TYP)
3’-0"
(T
YP)
ı 39’-0"
OU
T-
TO-
OU
T
(T
YP)
ı 2’-0"
(T
YP)
ı 17’-6"
(T
YP)
ı 17’-6"
(T
YP)
ı 2’-0"
43 #8
AS3
E
@ 11"
BO
T
IN
CU
RB
3 #5
AS4
E
SP
EQ
IN
CU
RB
3 #5
AS4
E
SP
EQ
SP EQ
5 #5AS5E Ł
SP EQ
5 #5AS5E Ł
SP
W/#5
AS6
E
36 #5
AS7
E
ÆS
P
EQ
3 #5
AS8
E
Æ
SP
EQ
3 #5
AS8
E
Æ
CURB SEAT
2 #5AS9E Æ
CURB SEAT
2 #5AS9E Æ
C
C
(TYP)
83°-00’-00"
STA. 135+76.00
WP 2
(TYP)
"T"
20’-0"APPROACH SLAB (TYP)
1’-4"
(TYP)
(20 #5AS1E @ 1’-0" BOT)
20 #5AS2E @ 1’-0" BOT
9 #5AS5E Ł, 3/RAIL POST ASSEMBLY
20 #5AS5E Ł, SP W/#5AS2E (#5AS1E)
9 #5AS5E Ł, 3/RAIL POST ASSEMBLY
20 #5AS5E Ł, SP W/#5AS2E (#5AS1E)
7 TOP, 7 BOT)
(14 #5AS1E SP EQ
7 TOP, 7 BOT
14 #5AS2E SP EQ
TOP SLEEPER SLAB)
(3 #5AS1E SP EQ
TOP SLEEPER SLAB
3 #5AS2E SP EQ
SHOWN ONLY IF DIFFERENT THAN ABUT B APPROACH SLAB
(XX) = REBAR DESIGNATION FOR ABUT A APPROACH SLAB
XX = REBAR DESIGNATION FOR ABUT B APPROACH SLAB
(T
YP)
ı 4’-6"
-3
%-2.4
%
D
D
UNDERDRAIN (TYP)
À 4" ´ PVC
BR SHT 3
(TYP) SEE NOTES
1�" ´ PVC DRAINS
40
TO
P, 40
BO
T
80 #5
AS6
E
@ 1’-0" –
SCALE: �" = 1’-0"
SECTION A-A - MASONRY
1’-
6"
�" CHAMFER
1%MESH
GALV. ITEM 538.6
1" THICK
ITEM 403.911
(ROADWAY ITEM)
1�" WEARING COURSE
À BRG ABUT A
2�
"
À 1�" ´ PVC DRAINS
À EXP JTSLAB
SLEEPER
BEGIN
1’-
0"
ı 24’-6"
ı �"T"
ı 1’-3"
ı 1’-0"ı 3’-0"
@ 65° F
ı "T" = 1�"
ı 3’-0" ı 3’-0"
ı 2’-0"ı 6’-0"
ON BR SHT 31
SEE DETAIL A
VA
RI
ES
VA
RI
ES
(SUBS. TO ITEM 520.0302)
NON-WOVEN GEOTEXTILE
(SUBS. TO ITEM 520.0302)
COARSE AGGREGATE
ITEM 520.0302)
BEYOND STONE SLOPE) (SUBS. TO
(EXTEND @ 2% SLOPE TO OUTLET 3"
4" ´ PVC (SCHEDULE 40) UNDERDRAIN
520.0302)
(SUBS. TO ITEM
NOTES BR SHT 3.
STRIPS. SEE
PLASTIC BEARING
ı 20’-0�" @ 65°F
ı 20’-0�" MIN
* PERPENDICULAR TO ABUTMENT
SCALE: �" = 1’-0"
SECTION B-B - REINFORCEMENT
1%
À BRG ABUT B
#5AS6E
#5AS7E Æ
#8AS3E
(#5AS1E BOT)
#5AS2E BOT
(#5AS1E)
#5AS2E
(#5AS1E TOP & BOT)
#5AS2E TOP & BOT
SHOWN ONLY IF DIFFERENT THAN ABUT B APPROACH SLAB
(XX) = REBAR DESIGNATION FOR ABUT A APPROACH SLAB
XX = REBAR DESIGNATION FOR ABUT B APPROACH SLAB
2’-6"
APP SLAB DOW
(#5A58E )
#5B56E
REINFORCEMENT.
APPROACH SLAB AND SLEEPER SLAB
PROVIDE 3" MIN CLEAR COVER FOR
NOTE:
SCALE: �" = 1’-0"
SECTION C-C
#5AS4E
#8AS3E
#5AS5E Ł
(#5AS1E)
#5AS2E
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
JOINT OPENING OF 2.37".
CAN COMPRESS TO A MINIMUM JOINT OPENING OF 1.09", AND CAN EXPAND TO A MAXIMUM
1. THE JOINT SEAL TYPE 1 MATERIAL SHALL HAVE A MINIMUM RANGE OF MOVEMENT OF 1.53",
THE JOINT SEAL ADHESIVE PROPERTIES.
SLAB USING A JOINT SEAL ADHESIVE. SEE THE SPECIAL PROVISION FOR ITEM 559.6 FOR
2. THE JOINT SEAL TYPE 1 MATERIAL SHALL BE BONDED TO THE SLEEPER SLAB AND APPROACH
SLEEPER SLAB EXPANSION JOINT NOTES
SEAL TYPE 1 WITH ADHESIVE.
DOWN TO A DEPTH EQUAL TO THE JOINT SEAL TYPE 1 DEPTH THEN INSTALL THE JOINT
APPROACH SLAB HAS CURED, REMOVE THE TOP PORTION OF THE TYPE 2 JOINT MATERIAL
3. THE TYPE 2 JOINT MATERIAL SHALL BE USED TO FORM THE APPROACH SLAB. AFTER THE
FOR LOCATION OF SECTION D-D, SEE BRIDGE SHEET 30.
SUBDIRECTORY
BRD\SUPER 12906Appslab
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
APPROACH SLAB & SLEEPER SLAB DETAILS
151\181 12906
31 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10947------------
5/13SMG
SMG 11/11
11/11SRL
AS NOTED
SEAL TYPE 1 MATERIAL AND TYPE 2 JOINT MATERIAL.
4. ITEM 559.6, PREFORMED CLOSED CELL EXPANSION JOINT SYSTEM (F), INCLUDES JOINT
1’-0"3’-0"
1’-
6"
3’-0" 3’-0"
@ 65° F
"T" = 1�"
"T"
6’-0"9"
SEAT
CURB
SCALE: �" = 1’-0"
(°F)
TEMP
40
50
60
70
80
90
100
1.76
1.65
1.55
1.45
1.35
1.25
1.14
(INCH)
"T"
SLEEPER SLAB EXPANSION JOINT DETAIL (ITEM 559.6)
(SUBS. TO ITEM 520.0302)
SEE NOTES BR SHT 3.
PLASTIC BEARING STRIPS.
�" TO �"
RECESS JOINT
ITEM 559.6
SEE SPECIAL PROVISION FOR
BASED ON TEMPERATURE TABLE.
TYPE 2 JOINT MATERIAL WIDTH
ITEM 534.3 ITEM 534.3
PROVISION FOR ITEM 559.6
TYPE 1 MATERIAL. SEE SPECIAL
JOINT SEAL 2" W x 2" D (MIN)
END OF DECK
ALL COSTS SUBSIDIARY TO ITEM 559.41)
PAVEMENT AND MEMBRANE BACK TO SAWCUT)
SAWED BITUMINOUS PAVEMENT (REMOVE
ITEM 538.6
ITEM 403.911 (1" THICK)
1�" WEARING COURSE (ROADWAY ITEM)
ITEM 541.1APPROACH SLAB
6"
3"
3"
DETAIL ASCALE: 1" = 1’-0"
(6" WIDE) (F)
FLEXIBLE JOINT
ELASTOMERIC PLUG TYPE
ITEM 559.41, MODIFIED
SCALE: �" = 1’-0"
SOUTH SLEEPER SLAB ELEVATION*** = ELEVATION GIVEN AT SLEEPER SLAB BACK EDGE
** = ELEVATION GIVEN AT SLEEPER SLAB FACE
* = ELEVATION GIVEN AT SLEEPER SLAB FRONT EDGE
** EL. 469.58
*** EL. 469.55
*** EL. 467.45
EL. 465.95 * EL. 467.51
*** EL. 470.20
** EL. 470.22
*** EL. 468.09
EL. 466.59
* EL. 468.15
SCALE: �" = 1’-0"
NORTH SLEEPER SLAB ELEVATION
** EL. 472.91
*** EL. 472.94
*** EL. 470.83
EL. 469.33 * EL. 470.77
** EL. 472.28
*** EL. 472.31
*** EL. 470.21
* EL. 470.14
EDGE
FRONT
FACE
EDGE
BACK
** EL. 471.69
*** EL. 471.73** EL. 472.46
*** EL. 472.49
** EL. 472.33
** EL. 469.65
*** EL. 469.62
** EL. 469.77
*** EL. 469.74
*** EL. 468.97
** EL. 469.00
***
* ***
*
***
*
***
*
EL. 468.71
*** EL. 472.36
SCALE: �" = 1’-0"
SECTION D-D
BEARING STRIP
PLASTIC
MATERIAL
TYPE 2 JOINT
TYPE 1 MATERIAL
JOINT SEAL
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY NHDOT STANDARD SPECIFICATIONS, 2010, AS AMENDED.
3. ANCHOR BOLTS SHALL BE FABRICATED IN ACCORDANCE WITH SECTION 550.2.5 OF THE
BRIDGE SHOES (F).
1. ABUTMENT SHOE ASSEMBLY, INCLUDING ANCHOR BOLTS, SHALL BE PAID FOR AS ITEM 550.2,
ABUTMENT BEARING NOTES
SUBDIRECTORY
BRD\SUPER 12906Bearing
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
ABUTMENT BEARINGS
151\181 12906
32 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10948------------
5/13SMG
SMG 4/12
4/12SRL
AS NOTED
2. MASONRY PLATE SHALL CONFORM TO M270 GRADE 50 (ASTM A709 GRADE 50).
(TYP)
7°-00’-00"
À MASONRY PLATE
R
= 24"
GIRDER ENDMASONRY PLATE
PLATE WASHER
WITH NUT.
TIGHT AND LOCK UPPER
LOWER NUT FINGER
2 HEX NUTS, TIGHTEN
FRONT VIEW SIDE VIEW
BOLTS (TYP)
HOLE FOR ANCHOR
1�"x 2" SLOTTED
À BEARING
À SLOTTED HOLES
BOLTS (TYP)
FOR ANCHOR
1�" ´ HOLE
BOTTOM FLANGE
PROPOSED
BOLTS (TYP)
FOR ANCHOR
1�" ´ HOLE
(TYP)
W/1�" ´ HOLE
PLATE WASHER
2�"x 2�"x �"
MASONRY PLATE
1’-4"x 9"x 2"
GIRDER
END OF
À GIRDER
NEOPRENE LEVELING PAD
�" THICK ELASTOMERIC
1’-4"
0�
"
2�
"
2�"
1’-4"
9"
(TYP)
4�"
2�
"
0�
"
(TYP)
1�"
(T
YP)
1�
"
4"
4"
4"
4"
4"
4"
4"
4"
9"
8"
7"
2"
�"
BAR (TYP)
#9 STEEL REINFORCING
À BEARING
ABUTMENT A AND B EXPANSION BEARING DETAILS
SCALE: 1�" = 1’-0"
(ITEM 550.2, 10 BEARING ASSEMBLIES REQUIRED)
(GALVANIZED)
#9 STEEL REINFORCING BAR
SCALE: 3" = 1’-0"
(20 REQUIRED)
1"
1’-9"
ROLLED THREADS
4" CUT OR
(APPROX. 1�")
OUTSIDE DIAMETER
ABUTMENT ANCHOR BOLT DETAIL
EMBEDMENT LENGTH
1’-3"
6"
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
ELASTOMERIC BEARING NOTES
AASHTO M232 ASTM A153.
BOLTS, NUTS, AND WASHERS SHALL BE GALVANIZED AFTER FABRICATION AND CONFORM TO
4. ANCHOR BOLTS SHALL BE FABRICATED IN ACCORDANCE WITH SECTION 550.2.5. ANCHOR
CONFORM TO AASHTO M 270 GRADE 50 (ASTM A709 GRADE 50).
A709 GRADE 50) AND SHALL BE PAINTED. THE STEEL REINFORCING PLATES SHALL
5. SOLE PLATES AND LOAD PLATES SHALL CONFORM TO AASHTO M 270 GRADE 50 (ASTM
CONSTRUCTION SPECIFICATIONS, SECTION 11.4.6.
6. SURFACE FINISH OF ALL PLATES SHALL BE IN ACCORDANCE WITH AASHTO LRFD BRIDGE
548.2.3.
7. STEEL REINFORCING FOR ELASTOMERIC BEARING PADS SHALL CONFORM TO SECTION
THE SOLE PLATES.
550. AFTER WELDING TO THE GIRDER FLANGE, CLEAN AND APPLY FINISH COATS TO
PROCEDURE PRIOR TO SHOP PAINTING BEARING ASSEMBLIES PER SPECIAL PROVISION
8. SOLE PLATES SHALL BE BLAST CLEANED (SSPC-SP 10) AFTER THE VULCANIZING
INSTALLATION TEMPERATURES OUTSIDE THIS RANGE WILL REQUIRE ADJUSTMENT.
9. BEARINGS SHALL BE INSTALLED AT TEMPERATURES BETWEEN 20°F AND 70°F.
ENSURE PROPER ORIENTATION IN THE FIELD.
10. THE FABRICATOR SHALL CLEARLY MARK THE FRONT OF THE BEARING ASSEMBLIES TO
11. KEEPER ASSEMBLIES SHALL BE PAINTED UNDER ITEM 548.21.
WELDING.
DEVICES APPROVED BY THE ENGINEER). ALL PLATES SHALL BE FLAT AND TRUE AFTER
CONTROLLED BY WELDING PROCEDURES AND TEMPERATURE INDICATING CRAYON, OR OTHER
STEEL ADJACENT TO THE ELASTOMER SHALL NOT EXCEED 200°F (TEMPERATURE SHALL BE
SOLE PLATES SHALL BE ALLOWED TO COOL AFTER EACH PASS. THE TEMPERATURE OF THE
12. THE CONTINUOUS WELD CONNECTING THE BOTTOM FLANGE OF GIRDERS TO THE TOP OF THE
PRIOR TO FIELD WELDING. ADJUSTMENT FOR TEMPERATURE IS NOT REQUIRED.
13. SOLE PLATES SHALL BE CENTERED UNDER GIRDER FLANGE AND BEARING STIFFENERS
ITEM 548.21.
FILLET WELD TERMINATION OF THE SOLE PLATE. COST SHALL BE INCLUDED IN
14. APPLY AN APPROVED SEALANT ALONG THE TRANSVERSE EDGES UP AND AROUND TO THE
ELASTOMERIC BEARING ASSEMBLIES (F).
BOLTS, NUTS, WASHERS, AND KEEPER ASSEMBLIES SHALL BE PAID AS ITEM 548.21,
1. BEARING ASSEMBLIES, INCLUDING ELASTOMERIC BEARING PADS, SOLE PLATES, ANCHOR
DESIGN MOVEMENT (SHEAR DEFORMATION) � IN
TOTAL MOVEMENT (˙T = 125°F) � IN
DESIGN MOVEMENT
ROTATION 0.016 RADIANS
MAXIMUM LIVE LOAD 133.7 KIPS
MAXIMUM SUPERIMPOSED DEAD LOAD 34.9 KIPS
MAXIMUM DEAD LOAD 118.4 KIPS
2. DESIGN LOADS (SERVICE I LOADS - DESIGN METHOD A):
DUROMETER) OF 60, GRADE 3, BUT WITH A SHEAR MODULUS 0.080 KSI TO 0.175 KSI.
3. ELASTOMERIC BEARING PADS SHALL BE VIRGIN NATURAL RUBBER, HARDNESS (SHORE "A"
SUBDIRECTORY
BRD\SUPER 12906Bearing
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
PIER BEARINGS
151\181 12906
33 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10949------------
5/13SMG
SMG 5/12
4/12SRL
AS NOTED
SOLE PLATE
À SOLE PLATE
11�
"1
1�
"
1’-1
0�
"
9�"9�"
1’-7�"
1"
ELASTOMERIC PAD
OUTLINE OF 1’-6�"x 1’-8�"
À GIRDER
GIRDER
PROPOSED
BAR (TYP)
#14 STEEL REINFORCING
(TYP)
�"
FRONT VIEW
(TYP)
�"
SIDE VIEW
NOT SHOWN FOR CLARITY
STEEL KEEPER ASSEMBLY
NOTE:
SEAT
BRIDGE
ALL AROUND (TYP)
�" MIN COVER LAYER
1"
3 - �" ELASTOMERIC LAYERS)
LAMINATES ALTERNATING WITH
2�" (3 - 11 GAGE STEEL
COVER LAYER
�" ELASTOMERIC
ELASTOMERIC BEARING PAD
SOLE PLATE VULCANIZED TO
GIRDER
PROPOSED
À BEARING PIER
�
�
PIER 1 & 2 ELASTOMERIC BEARING DETAILS
LEVELING PAD (TYP)
�" PREFORMED FABRIC
SCALE: 1�" = 1’-0"
(ITEM 548.21, 10 BEARING ASSEMBLIES REQUIRED)
(GIRDERS 1, 2, 4, & 5 ONLY)
SEE DETAILS THIS SHEET (TYP)
STEEL KEEPER ASSEMBLY
SCALE: 3" = 1’-0"
(32 REQUIRED)
1�
"
1’-10"
ROLLED THREADS
3�" CUT OR
(APPROX. 1�")
OUTSIDE DIAMETER
PIER ANCHOR BOLT DETAIL
EMBEDMENT LENGTH
1’-6"
4"
(GALVANIZED)
#14 STEEL REINFORCING BAR
W/STEEL KEEPER ASSEMBLY
ANCHOR BOLT LAYOUT
SCALE: 1�" = 1’-0"
À BRG PIER
ELASTOMERIC BEARING PAD
OUTLINE OF STEEL REINFORCED
7°-00’-00"
À ELASTOMERIC PAD
1�
"
1�
"
1’-2�" 1’-3"
1’-2�"1’-3"
4�
"
4�
"
1’-4"
6� "
8"
8"
(TYP)
� "
UPSTATIONASSEMBLY (TYP)
STEEL KEEPER
& 5
À GIRDERS 1, 2, 4,
STEEL KEEPER ASSEMBLY DETAILS
LEVELING PAD
�" PREFORMED FABRIC
(TYP)
1�" ´ ANCHOR BOLT
À 1�" ´ HOLE FOR 4"
3�" 1" 1" 1"
6�"
4"
1"
3"
CLIP
1"
�"
1"1’-2"1"
1’-4"
7"7"
5"6"5"
3"3"
SIDE VIEW BACK VIEW
�
�
SCALE: 3" = 1’-0"
(8 SETS REQUIRED)
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
112’-6"112’-6"
TOTAL ITEM PAY LENGTH = 120 LF
30 LF PER APPROACH UNIT
C. ITEM 609.01, STRAIGHT GRANITE CURB
D. BEAM GUARDRAIL (ROADWAY ITEM)
RAIL AND CURB NOTES
SUBDIRECTORY
BRD\BRSITE 12906RCLayout
.DGN LOCATOR
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY
RAIL AND CURB LAYOUT
151\181 12906
34 38
4/13KFD
KFD 4/13
5/13KFD124-4-1
10950------------
5/13SMG
SMG 3/12
3/12SRL
AS NOTED
TOTAL ITEM PAY LENGTH = 539 LF
A2 = 269’-4"
A1 = 269’-4"
A. ITEM 563.23, BRIDGE RAIL T3
ITEM TOTAL = 4 UNITS
1 UNIT PER CORNER
B. ITEM 565.2329, BRIDGE APPROACH RAIL T3 (STEEL POSTS) (MODIFIED)
136 137138
PC 135+43.85
E = 16.94’
L = 821.92’
R = 5000.00’
T = 411.89’
˙ = 9°-25’-06.6" RT
E = 800460.68
N = 125489.63
PI= 139+55.74
136 137138
PC 135+43.85
À CONSTRUCTION
(EXP)
À BRG. ABUT. B
(EXP)
À BRG. PIER 2
(EXP)
À BRG. PIER 1
(EXP)
À BRG. ABUT. A
N
STA. 135+76.00
P.O.C. STA. 136+33.63 P.O.C. STA. 137+43.63
STA. 138+01.02
RAIL LAYOUT
SCALE: 1" = 20’-0"
CURB LAYOUT
SCALE: 1" = 20’-0"
A1
A2
B
B B
B
C
C
C
C
D
D D
D
CHORD
CONSTRUCTION
112’-6"112’-6"
MIDSPAN
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140102030405060708090100110120130140
CURB OFFSETS
"M"
"Z"
"Y"
"X" "X"
15
20
25
30
35
40
45
50
55
60
65
70
0
5
10
CURB OFFSETS
90
95
75
80
85
2"
�"
"X" "Y" "Z" "M" "X" "Y" "Z" "M"
100
105
110
115
120
125
130
135
140
16’-2�" 1’-3�"18’-9�"
1’-3"
18’-8�" 16’-3�" 1’-2�"
18’-8�" 16’-3�" 1’-2�"
18’-7�" 16’-4�" 1’-1�"
18’-6�" 16’-5�" 1’-0�"
18’-4�" 16’-7�" 10�"
18’-3�" 16’-8�" 9�"
7�"18’-1�" 16’-10�"
17’-11�" 17’-0�" 5�"
17’-9�" 17’-2�" 3�"
17’-6�" 17’-5�"
17’-4" 17’-8�" -2�"
17’-1" 17’-11�" -5�"
16’-9�" 18’-2�" -8�"
18’-9�" 16’-2�" 1’-3�"
18’-8�" 16’-3�" 1’-2�"
18’-8�" 16’-3�" 1’-2�"
18’-7�" 16’-4�" 1’-1�"
18’-6�" 16’-5�" 1’-0�"
18’-5�" 16’-6�" 11�"
18’-4�" 16’-7�" 10�"
18’-2�" 16’-9�" 8�"
18’-0�" 16’-11�" 6�"
17’-10�" 17’-1�" 4�"
17’-8" 17’-4�"
17’-5�" 17’-6�" "8-5
17’-2�" 17’-9�" -3�"
16’-11�" 18’-0�" -6�"
18’-9" 16’-3"
AS NOTED
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO.TOWN
LOCATION
STATE PROJECT
BRIDGE SHEET
OF
FILE NUMBER
TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.
DESIGNED
DRAWN
QUANTITIES CHECKED
CHECKED
CHECKED
BY DATEDATE BYREVISIONS AFTER PROPOSAL
REV. DATE
ISSUE DATESHEET SCALESUBDIRECTORY
NETC/JSZ 3/02 NHDOT
JSZPJP
T3 STEEL BRIDGE RAIL (PL2)
T3_BR-RAIL
.DGN LOCATOR
12/12/08
11/15/05
10/05 10/05
SPLICE BAR DIMENSION TABLE
** = END SPLICE BAR
T = TOTAL MOVEMENT OF BRIDGE
3�" � T \ 5�"
INTERIOR
** \ 3�"
**
2�"
2�"
3�"
4"
4"
5"
4"
4"
5"
2"
2"
2�"
�"
2"
3"
1’-8"
1’-8"
2’-1"
T A B C D X L
RAIL NOTES
REQUIRED FOR SPLICE TUBES.
TEST SAMPLES SHALL BE TAKEN AFTER FORMING THE TUBES. CHARPY V-NOTCH IS NOT
V-NOTCH REQUIREMENTS OF 15 FT. LBS. AT 0° F. FOR ASTM A500, GRADE B, THE
STRUCTURAL STEEL TUBING. RAIL TUBING SHALL MEET THE LONGITUDINAL CHARPY
(11) STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B,
GR 50, EXCEPT ANCHOR PLATES MAY BE ASTM A36.
(12) RAIL POSTS AND BASE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572
REQUIREMENTS OF A.N.S.I. B18.22. ANCHOR RODS SHALL CONFORM TO ASTM A449.
HARDENED STEEL COMMERCIAL TYPE A PLAIN WIDE WASHERS AND SHALL MEET THE DIMENSIONAL
THAT ASTM A307 NUTS MAY BE USED ON THE BOTTOM OF ANCHOR ASSEMBLY. WASHERS SHALL BE
NUTS SHALL CONFORM TO ASTM A307 AND ASTM 563 GRADE A RESPECTIVELY OR BETTER, EXCEPT
AWS D1.5, 7.7.1. DETAIL B BOLTS SHALL BE ASTM A325 OR A449. ALL OTHER BOLTS AND
CONFORM TO ASTM A276 TYPE 304, STAINLESS STEEL, AND SHALL BE TORQUE TESTED PER
(13) THREADED STUDS AND MATCHING NUTS FOR RAIL-TO-POST ATTACHMENT (DETAIL A) SHALL
STORED. IF PAINTING IS REQUIRED SEE SPECIAL PROVISIONS FOR 708.
SHALL HAVE A UNIFORM APPEARANCE AND GALVANIZED MATERIAL SHALL BE PROPERLY
GALVANIZING KETTLE SHALL HAVE 0.05 TO 0.09 PERCENT NICKEL. GALVANIZED SURFACES
IN CONFORMANCE TO AASHTO M232 (ASTM A153) AND AASHTO M111 (ASTM A123). THE
(14) ALL STEEL COMPONENTS (EXCEPT STAINLESS) SHALL BE GALVANIZED AFTER FABRICATION
OFF GALVANIZING, WELDING ON STUDS, THEN TOUCH UP GALVANING PER NOTE #8 ABOVE.
(15) DETAIL A STUDS SHALL BE WELDED ON AFTER TUBES ARE GALVANIZED BY SPOT GRINDING
(16) PREFORMED BEARING PADS (1/8" THICK) SHALL CONFORM TO AASHTO M251.
PLANS FOR ROAD AND BRIDGE CONSTRUCTION (DL-1) FOR ADDITIONAL DETAILS AND SPACING.
INCLUDING GALVANIZING TOUCH-UP, SHALL BE SUBSIDIARY TO ITEM 563.23. SEE STANDARD
(17) RETROREFLECTIVE DELINEATORS, BOLTS, NUTS, WASHERS AND FIELD DRILLING OF POSTS,
THE NEW ENGLAND TRANSPORTATION CONSORTIUM.
(18) THIS BRIDGE RAIL SYSTEM WAS SUCCESSFULLY CRASH TESTED FOR AASHTO PL2 IN 1997 BY
EXCEPT ON GRADES OVER 5% WHERE POSTS SHALL BE SET VERTICAL.
(2) BRIDGE RAIL POSTS SHALL BE SET NORMAL (90 DEGREES) TO THE PROFILE GRADE,
SMOOTH. ALL CUT EDGES OF ALL MATERIAL SHALL BE GROUND SMOOTH.
(3) ENDS OF RAIL TUBE SECTIONS SHALL BE SAWED OR MILLED AND SHALL BE TRUE AND
(4) EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF THREE (3) POSTS.
SLOTTED HOLES IF MECHANICALLY GUIDED.
(5) BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE USED TO FINISH
SIDES OF THE SPLICE TO ALLOW MOVEMENT ON EACH SIDE.
THE SAME TREATMENT. AT END SPLICES PIPE SPACERS SHALL BE USED ON BOTH
SPLICE TO ALLOW MOVEMENT ON THAT SIDE. ALL RAILS IN A SPLICE SHALL RECEIVE
(6) AT INTERIOR SPLICES, PIPE SPACERS SHALL BE USED ON ONLY ONE SIDE OF THE
FORMED TO THE REQUIRED CURVATURE.
RAIL ELEMENTS USED ON CURVES SHALL USE �" WALL TUBES AND SHALL BE SHOP
(7) MILL OR SHOP TRANSVERSE WELDS SHALL NOT BE PERMITTED ON ANY RAIL ELEMENT.
TO THE ORIGINAL COATING ACCORDING TO THE STANDARD SPECIFICATIONS AND ASTM A780.
GALVANIZING REPAIR PAINT, HAVING MIN. 94% ZINC BY WEIGHT, TO A THICKNESS EQUAL
THOROUGHLY CLEANED, PRETREATED, AND PAINTED WITH TWO COATS OF ORGANIC ZINC-RICH
EXCEPT AS ALLOWED IN DETAILS A AND B. DAMAGED AREAS OF GALVANIZING SHALL BE
(8) NO PUNCHING, DRILLING, CUTTING OR WELDING SHALL BE PERMITTED AFTER GALVANIZING,
SHALL BE TIGHTENED TO A SNUG FIT AND GIVEN AN ADDITIONAL � TURN.
(9) NUTS FOR 1" ´ THREADED ANCHOR RODS CONNECTING THE BASE PLATE TO THE CONCRETE
USED, ROD DIAMETER SHALL NOT BE LESS THAN ROOT DIAMETER OF THREADS.
DIAMETER SHALL NOT BE LESS THAN NOMINAL DIAMETER. IF ROLLED THREADS ARE
(10) THREADS FOR ANCHOR RODS MAY BE ROLLED OR CUT. IF CUT THREADS ARE USED, BOLT
MATERIAL NOTES
brd\super
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY 151\181 12906
35 38
KFD124-4-1
10951------------
SMG
AND GALVANIZING.
STUDS, STRUCTURAL TUBING, SPLICE BARS, PIPE SPACERS, ALL APPURTENANCES,
PLATES, ANCHOR RODS, PREFORMED PADS, RAIL ASSEMBLY BOLTS, NUTS, WASHERS,
(1) ITEM 563.23, BRIDGE RAIL T3, SHALL INCLUDE POSTS, BASE PLATES, ANCHOR
5/13 5/13
VARIES
"L" (END SPLICE BAR)
(TYP)
RAIL POST
(TYP)
IN LOW END OF ALL RAILS
PROVIDE �" ´ DRAIN HOLES
REVEAL
7" CURB
SCALE: �" = 1’-0"
RAIL ELEVATION
1’-8" (SPLICE BAR)
À SPLICE(– 3")
1’-6"
(– 3")
1’-6"
(– 3")
1’-6"34 SPACES @ 7’-10" = 266’-4"
"T" @ 45°F AT EXPANSION SPLICE
(SEE BR SHT XX FOR "T") (TYP)
SLAB (TYP)
END APPROACH
INTERIOR RAIL SPLICES
�" @ 45°F AT"P"
(TYP)
ABUTMENT
BACK OF
SE CORNER ABUT A = 4’-1�"
SW CORNER ABUT A = 4’-1�"
TO FIRST RAIL POST ON DECK "P"
DISTANCE FROM BACK OF ABUTMENT
(TYP)
BRIDGE APPROACH RAIL T3PAY LENGTH OF BRIDGE RAIL T3, ITEM 563.23
1" x 10" x 1’-2"
BASE PLATE
W6 x 25
2"
5"
5"
2"
(TYP)
10"
1’-
2" HOLE
´ HOLES
5"1’-
1"
5"
�
�
1�" ´ HOLE
1�" 6�" 1�"
�
1�" 6�" 1�"
1�
"
9�"
3�"
6�" ´
�" PLATE
À 1�"
SCALE: 1�" = 1’-0"
POST BASE PLATE
SCALE: 1�" = 1’-0"
ANCHOR PLATE
SCALE: 1�" = 1’-0"
POST ASSEMBLY
BACK ELEVATION VIEWSECTION VIEW
1�"
RAIL POST
9�
"1
0"
4"
1�
"
3 #5 BARS *
* REINFORCING CAPACITY SHALL MEET
OR EXCEED THAT SHOWN
6�"
10"
2"
2"
4"
8"
4"
6�"4"
2"
2"
2"
4"
2"
3’-
1"
1’-6"
1" POST BASE PLATE
FACE OF RAIL
7"
REVEAL
�"TS 4 x 4 x �
1" ´ ANCHOR RODS
#5 BARS *
�" BEARING PAD
7�" 6�"
CENTERED ABOUT À RAIL POST *
�"
1�
"
7 #5 HOOP BARS @ 6"– = 3’-0" –
9"
6"
1’-
0"
1’-
0"
6"
2’-
11�
"
11"
2’-0"
6"
FACE OF CURB
(TYP)
1�"IN POST (TYP)
À 1�" x 1�" SLOTTED HOLES
#5 HOOP BAR *
ON BRIDGE)
(8’-0" MAX. SPACING
W6 x 25 RAIL POST
(SEE NOTE #17)
RETROREFLECTIVE DELINEATOR
(SEE NOTE #7)
TS 8 x 4 x �
(SEE NOTE #7)
TS 4 x 4 x �
(CONTRACTOR’S OPTION)
SEE DETAIL A OR B
FAR SIDE (FRONT)
�" ´ HOLE FOR �" BOLT
DELINEATOR
RETROREFLECTIVE
5"
LOCK NUT
(OUTER HOLES ONLY)
TACK WELD
STANDARD
WASHER
A307 CAP SCREW
(1.050" O.D., 0.824" I.D.)
�" x 1�"
SCALE: 6" = 1’-0"
SPLICE BOLT DETAIL
SCH. 40 �" LONG (GALV.)
�" ´ PIPE SPACER3"
TAPPED HOLE
4"
À �" ´
TS 3" x 3" x �"
TS 7" x 3" x �"
3"
7"
TS 4" x 4" x �"
TS 8" x 4" x �"
BAR INSIDE OF RAIL
WHILE POSITIONING SPLICE
ACCOUNT FOR WELD FLASH
SCALE: 3" = 1’-0"
RAIL SPLICE DETAILS
SPLICE BAR SECTIONSECTION C-C
AND NOTE #6
SEE SPLICE BOLT DETAIL
2"
L
D C B B C
4"
"X"
DDRAIN HOLE
LOCK NUT AT
OUTER HOLES
À SPLICE BAR
SPLICE BAR
1�" X "A" SLOTTED HOLES IN RAIL TUBE
�" TAPPED HOLES IN SPLICE BAR
�" ´
C
C
SCALE: 1�" = 1’-0"
RAIL SPLICE (BOTTOM VIEW)
3"
12"
ANCHOR PLATE 6�"
TYPICAL @ ANCHOR PLATE
STANDARD STEEL HEX NUTS
RODS
À - 1" ANCHOR
1" STANDARD WASHERS
STEEL HEX NUTS &
CONCRETE
TOP OF
(TYPICAL BOTH ENDS)
2�" LONG (MINIMUM)
1" - 8 THREAD BY
SCALE: 1�" = 1’-0"
POST ANCHOR ASSEMBLY
2"
4"
2"
3�
" 1�
"1�
"
TYPE A WIDE
PLAIN WASHER
2"
4"
2"
1�
"1�
"
A A B B
À POSTÀ POST
À RAILÀ RAIL
À RAILÀ RAIL
NOTE #8 PRIOR TO ERECTION)
AND SHALL BE ZINC COATED PER
(HOLES MAY BE FIELD DRILLED,
�" ´ HOLE IN RAIL (TYP)
& WASHER (SEE NOTES #13 & #15)
WELDED TO RAIL (TYP) & S.S. NUT
A304 STAINLESS STEEL THREADED STUDS
�" ´ x 1�"
(SEE DETAIL)
BOLTS & NUTS (ASTM A325)
�" ´ ROUND HEAD
2" O.D., �" THICK)
(NOMINAL �" I.D.,
TYPE A WIDE PLAIN WASHER
SCALE: 3" = 1’-0"
SECTION A-A
SCALE: 3" = 1’-0"
SECTION B-B
SCALE: 3" = 1’-0" SCALE: 3" = 1’-0"
DETAIL BDETAIL A
�"
.250"
.921"
SCALE: 6" = 1’-0"
STUD WELD DETAIL
6"
�" DIA.
1�
"
1/8" SLOT
�" MAX.
�"
�"
WRENCH HEAD
SLOT OR
SCALE: 6" = 1’-0"
A325 ROUND HEAD BOLT DETAIL
�" BOLT, NUT & WASHER
POST FLANGE
�" ´ HOLE (FIELD DRILLED)
DELINEATOR MOUNTING
N.T.S.
STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO.TOWN
LOCATION
STATE PROJECT
BRIDGE SHEET
OF
FILE NUMBER
TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.
DESIGNED
DRAWN
QUANTITIES CHECKED
CHECKED
CHECKED
BY DATEDATE BYREVISIONS AFTER PROPOSAL
REV. DATE
ISSUE DATESHEET SCALESUBDIRECTORY
T3SP_APPRAIL
.DGN LOCATOR
JSZ
NHDOT
PJP
NETC/JSZ 3/02
AS NOTED 8/10//10
10/05 10/05
11/15/05
T3 STEEL BRIDGE APPROACH RAIL (STEEL POSTS)
GRADE A OR BETTER (GALVANIZED).
AND NUTS SHALL BE ASTM A563
(2) CARRIAGE BOLTS SHALL BE ASTM A307,
ADDITIONAL INFORMATION.
BRIDGE RAIL SHEET FOR NOTES AND
RAIL, UNLESS OTHERWISE NOTED. SEE
BE THE SAME AS THOSE OF THE BRIDGE
DIMENSIONS, SIZES, AND NOTES SHALL
(1) ALL BRIDGE APPROACH RAIL MATERIALS,
NOTES:
WELD (B-U2).
COMPLETE JOINT PENETRATION BUTT
(3) WELD SPLICE BAR TO FIT BEND. USE
CONSORTIUM.
BY THE NEW ENGLAND TRANSPORTATION
BASED ON CRASH TESTING APRIL 2005
HAS BEEN ACCEPTED FOR NCHRP 350 TL3
(4) THIS BRIDGE RAIL TRANSITION SYSTEM
brd\super
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY 151\181 12906
36 38
KFD124-4-1
10952------------
SMG 5/13 5/13
1’-6" – 3" 1’-6" – 3"
3’-0"
1’-8" OR LPOST DETAIL
SEE RAIL
RAIL ATTACHMENT METHOD (TYP)
SEE BRIDGE RAIL SHEET FOR
3 SPACES @ 2’-2" = 6’-6" DOUBLE NESTED 12 GAGE THRIE BEAM (12’-6")
IN DIRECTION OF TRAFFIC
LAP SECTIONS
(W-BEAM TO THRIE BEAM) (10 GAGE)
6’-3" TRANSITION SECTION
6’-3"
(6’-3" POST SPACING TYPICAL)
W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)
3’-
8"
SLOPE
8’-5�"
DETAIL A
6 SPACES @ 1’-6�" = 9’-4�" 3’-1�"
3’-1�" 3’-1�" TERMINAL CONNECTOR
THRIE BEAM
LENGTH (TYP)
8’-8" POST
(TYP)
BRIDGE APPROACH RAIL)
(END SPLICE TO BE PAID UNDER
SPLICE BAR (BENT) SEE NOTE #3
PLATE
CONNECTION
SCALE: �" = 1’-0"
ELEVATION - APPROACH RAIL
BOTTOM RAIL 1�"
MIDDLE RAIL 4�"
TOP RAIL 9�"
(ONE PIECE)
ALL RAILS
2’-11"
�" (TYP)
A
A
2’-5�"
2’-10"
2’-10"
6"
FACE OF RAIL
(GALVANIZED)
CONNECTION PLATECURB LINE
PLAN VIEW - APPROACH RAIL
UNLESS DIRECTED OTHERWISE
25’-0" TO RESTORE RAIL-TO-RAIL WIDTH
FLARE BACK W-BEAM GUARDRAIL AT 80:1 FOR
W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)
SCALE: �" = 1’-0"
7" REVEAL7" REVEAL
2’-6"
1" (TYP)
FLARED @ 10:1
4" REVEAL
SECTION
FLARED
(TYP)
END CAPS (GALVANIZED)
W6 x 8.5 POST (TYP)
LEVEL
1" (TYP)
8" DEEP (NOMINAL) x 1’-10" LONG
SYNTHETIC OFFSET BLOCK (TYP)8" DEEP (NOMINAL) x 1’-6" LONG
SYNTHETIC OFFSET BLOCK FOR TRANSITION SECTION
(SEE SPECIAL PROVISIONS)
FOR W-BEAM GUARDRAIL
SYNTHETIC OFFSET BLOCK
30’-0" OF STRAIGHT GRANITE CURB (ITEM 609.01)
(TYPICAL ALL 4 CORNERS) (SEE BRIDGE SHEET 30 FOR DETAILS)
PROVIDE BRIDGE RAIL POST ASSEMBLY AT END OF SLEEPER SLAB
END SLEEPER SLAB
PAY LIMITS ITEM 565.2329, BRIDGE APPROACH RAIL T3 (STEEL POSTS) (MODIFIED), (APPROXIMATE LENGTH = 29’-2")
SLEEPER SLABAPPROACH SLAB
FOR DETAILS)
(SEE BRIDGE RAIL SHEET
BRIDGE RAIL T3
SCALE: 1�" = 1’-0"
SECTION B-B (CONNECTION PLATE)
TOP RAIL
PLATE
�" CONNECTION
�"
À
2�"
BOLT (TYP)
�" CARRIAGE
1�"
1�"
1�"
3�"
2�"
2�"
2�"
1�"
�"
CONNECTOR
THRIE-BEAM TERMINAL
10 GAUGE PLATE OF
CONNECTOR RAIL SLOTS
OUTLINE OF TERMINAL
1’-8�
"
TOP RAIL
2’-5�"
8"3"
1’-1�"
4" 4"
CARRIAGE BOLTS (GALVANIZED)
�" ´ A307 B.H.
SCALE: 1�" = 1’-0"
DETAIL A
B
B
4�"
TERMINAL CONNECTOR
OUTLINE OF
À W6 x 25
(TYP)
1�"
1’-1�" 2�"
RAIL
BOTTOM
OVERLAPPING OF DOUBLE NESTED THRIE-BEAM NOT SHOWN FOR CLARITY
CONNECTION PLATE
AT BOLT LINE
RAIL SLOPE SET
1’-8"
FACE OF W6 x 8.5 POST (TYP)
À �" ´ HOLES AT FRONT
CONNECTION PLATE
END OF
& SYNTHETIC OFFSET BLOCK
À W6 x 8.5 (POST)
3"
2�
"
2’-3"
3�"1’-0�"8"
4"4"
1’-
8"
6�
"7�
"6�
"
3�
"3�
"3�
"3�
"
7�
"7"
3"
3"
(TYP)
1" ´ HOLES (TYP)
�" ´ HOLES
SCALE: 1�" = 1’-0"
CONNECTION PLATE
1" x 1"
CLIP
(GALVANIZED)
CONNECTION PLATE
�" STEEL (GR 36)
10 GAUGE
2’-6"
3" 3�
"
1’-8"
10"
10"
2" 8"
4�"4�"3"
6�
"7�
"6�
"
2�
"7�
"7�
"
(T
YP)
4"
SLOTTED HOLES
À �" X 2�"1’-0�"
(T
YP)
3�
"
SLOTTED HOLES
1" x 2" DIAGONAL
SCALE: 1" = 1’-0"
THRIE-BEAM TERMINAL CONNECTOR
C
CBOLTS (TYP)
�" ´ BUTTON HEAD
9 - 1" ´ HOLES FOR
3�"
1’-8"
SCALE: 1" = 1’-0"
VIEW C-C
2" MIN.
2" MIN.
3�"
3’-1�"3’-1�"
1’-0�
"
SCALE: 1" = 1’-0"
6’-3"
4�"4�"2"
1’-8"
3�"
7’-3�" (10 GAGE)
HE
AD
BO
LT
S
FO
R �
" ´
BU
TT
ON
�"
x 2�
"
SL
OT
S
�"
x 1�
"
SL
OT
S
2"4�"4�"
�"
x
2�
"
SL
OT
S
�"
x
1�
"
SL
OT
S
THRIE-BEAM TO W-BEAM TRANSITION SECTIONTAB (TYP)
* 1" x 1" x �"
�"
SCALE: 1�" = 1’-0"
END CAP DETAILS
�" RADIUS (TYP)
ROUND CORNERS
4"
TS
4
8"
TS
8
** 3�" TS4
** 3�" TS8
**
**
3�
"
TS4
7�
"
TS
8
�" PLATE
4"
RAIL SHEET
** SEE RAIL NOTES ON BRIDGE
RAIL TUBE
CAN BE JAMMED INTO END OF
IN TAPERED POSITION SO CAP
* WELD TABS TO END CAP PLATE
SCALE: �" = 1’-0"
SECTION A-A (POST RAIL ASSEMBLY)
VARIES
7’-0"
2�"
2’-10"
7�
"
WASHER (TYP)
HEX NUT WITH ROUND
2
1
(IF REQUIRED)
APPROACH CURB
WITH THE TOP OF CURB
SOIL SHALL BE LEVEL
SPLICE BOLT (TYP)
�" ´ A307 B.H.
1"
W6 x 8.5
2’-8" MINIMUM
1’-1�"
1’-10"
WITH PLATE WASHER (TYP)
�" ´ A307 B.H. POST BOLT
OFFSET BLOCK
SYNTHETIC
6�" 6�"
(TYP)
1�"
8’-8" (
TY
P)
VA
RI
ES
VA
RI
ES
4"
1�"
SCALE: 1�" = 1’-0"
SIDE VIEW
RAIL POST (W6 x 25)
FRONT VIEW
À RAIL POST
HOLES (TYP)
À 1�" x 1�" SLOTTED
A77E #5 9.75 1 17 3.75 2.25 3.75 EPOXY
A78E #5 10.83 1 17 4.29 2.25 4.29 EPOXY
Abutment A BRIDGE SHEET 19 OF 38 A79E #5 12.25 1 17 5.00 2.25 5.00 EPOXY
Mark Size Length # Pieces Type A B C D E F G H J K R O A80 #4 3.25 359 N5 2.25 0.50 0.50
A1 #6 22.17 42 —
A2 #6 28.25 6 —
A3 #5 20.58 6 —
A4 #6 14.42 15 — SECTION SUMMARY TOTAL WEIGHT (lbs):
A5 #8 14.42 27 — ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL
A6 #6 18.08 1 — 544 REINFORCING STEEL 0 779 759 2167 2791 1667 0 0 0 0 0 8163
A7 #6 16.25 1 — 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0
A8 #6 14.33 1 — 544.2 EPOXY COATED 0 0 722 0 0 0 0 0 0 0 0 722
A9 #6 4.00 1 — 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0
A10 #6 2.17 1 —
A11 #8 14.42 1 —
A12 #8 13.83 1 —
A13 #8 18.08 1 —
A14 #8 17.17 1 —
A15 #8 16.25 1 —
A16 #8 15.25 1 —
A17 #8 14.33 1 —
A18 #8 4.00 1 —
A19 #8 3.08 1 —
A20 #8 2.17 1 —
A21E #5 11.83 2 N7 10.66 1.17 5.19 9.32 EPOXY
A22 #6 14.42 1 —
A23 #6 10.75 1 —
A24 #6 15.42 1 —
A25 #6 13.75 1 —
A26 #6 12.08 1 —
A27 #6 3.17 1 —
A28 #6 1.33 1 —
A29 #8 14.42 1 —
A30 #8 13.67 1 —
A31 #8 12.83 1 —
A32 #8 15.42 1 —
A33 #8 14.58 1 —
A34 #8 13.75 1 —
A35 #8 12.92 1 —
A36 #8 12.08 1 —
A37 #8 3.17 1 —
A38 #8 2.25 1 —
A39 #8 1.33 1 —
A40E #5 11.59 2 N7 10.67 0.92 5.16 9.34 EPOXY
A41 #5 14.25 3 17 6.00 2.25 6.00
A42 #5 18.75 7 17 8.25 2.25 8.25
A43 #7 14.75 7 17 6.25 2.25 6.25
A44 #7 14.75 36 17 6.25 2.25 6.25
A45 #5 20.25 7 17 9.00 2.25 9.00
A46 #5 15.75 3 17 6.75 2.25 6.75
A47 #7 7.83 2 N3 0.71 0.46 6.66 0.00 0.29
A48 #7 8.08 2 N3 0.71 0.46 6.91 0.00 0.29
A49 #7 8.25 2 N3 0.71 0.46 7.08 0.00 0.29
A50 #7 8.50 2 N3 0.71 0.46 7.33 0.00 0.29
A51 #7 8.42 2 N3 0.71 0.46 7.25 0.00 0.29
A52 #7 7.08 8 —
A53 #7 7.25 18 —
A54 #7 7.42 18 —
A55 #7 7.67 18 —
A56 #7 7.92 24 —
A57 #5 5.25 46 17 1.50 2.25 1.50
A58E #5 6.50 41 N8 5.00 1.50 EPOXY
A59E #5 4.67 41 N2 0.00 1.84 0.71 2.12 1.50 1.50 EPOXY
A60E #5 6.58 1 17 2.17 2.25 2.17 EPOXY
A61E #5 8.83 1 17 3.29 2.25 3.29 EPOXY
A62E #5 8.75 1 17 3.25 2.25 3.25 EPOXY
A63E #5 5.58 1 17 1.67 2.25 1.67 EPOXY
A64E #5 6.50 1 17 2.13 2.25 2.13 EPOXY
A65E #5 7.67 1 17 2.71 2.25 2.71 EPOXY
A66E #5 8.75 2 17 3.25 2.25 3.25 EPOXY
A67E #5 9.83 1 17 3.79 2.25 3.79 EPOXY
A68E #5 11.00 1 17 4.38 2.25 4.38 EPOXY
A69E #5 12.08 1 17 4.92 2.25 4.92 EPOXY
A70E #5 6.58 1 17 2.17 2.25 2.17 EPOXY
A71E #5 7.75 1 17 2.75 2.25 2.75 EPOXY
A72E #5 8.75 1 17 3.25 2.25 3.25 EPOXY
A73E #5 5.50 1 17 1.63 2.25 1.63 EPOXY
A74E #5 6.42 1 17 2.08 2.25 2.08 EPOXY
A75E #5 7.50 1 17 2.63 2.25 2.63 EPOXY
A76E #5 8.67 2 17 3.21 2.25 3.21 EPOXY
ASTM STANDARD
REINFORCING BARS
STANDARD INDUSTRY BENDS, STIRRUPS, & TIES STANDARD N.H. & SPECIAL BENDS BAR WEIGHT NOM. DIMEN.
RECOMMENDED END HOOKS STIRRUP & TIE HOOK DIMENSIONS SIZE LBS. CROSS
ALL GRADES (in.) GRADES 40-50-60 ksi DESIG- PER DIAM. SECT.
BAR 180° HOOKS 90° HOOKS BAR D(∅) 90° HOOKS 135° HOOKS NATION FOOT in AREA in2
SIZE D(∅) A or G J A or G SIZE (in.) A or G A or G H(appr) #3 0.376 0.375 0.11
#3 2 1/4 5 3 6 #3 1 1/2 4 4 2 1/2 #4 0.668 0.500 0.20
#4 3 6 4 8 #4 2 4 1/2 4 1/2 3 #5 1.043 0.625 0.31
#5 3 3/4 7 5 10 #5 2 1/2 6 5 1/2 3 3/4 #6 1.502 0.750 0.44 TOWN: BRIDGE NO. 151/181 STATE PROJECT
#6 4 1/2 8 6 12 #6 4 1/2 12 7 3/4 4 1/4 #7 2.044 0.875 0.60 LOCATION:
#7 5 1/4 10 7 14 #7 5 1/4 14 9 5 1/4 #8 2.670 1.000 0.79 REINFORCING SCHEDULE (SHEET 1 OF 2) BRIDGE SHEET
#8 6 11 8 16 #8 6 16 10 1/4 6 #9 3.400 1.128 1.00 BY DATE BY DATE REVISIONS AFTER PROPOSAL 37 of 38
#9 9 1/2 15 11 3/4 19 NOTE: D = finished inside bend d of hook. #10 4.303 1.270 1.27 DESIGNED SRL 6/12 CHECKED KFD 5/13 FILE NO.
#10 10 3/4 17 13 1/4 22 See current CRSI Manual. #11 5.313 1.410 1.56 DRAWN SRL 6/12 CHECKED KFD 5/13 124-4-1
#11 12 19 14 3/4 24 For additional data on standard bar bends not #14 7.650 1.693 2.25 TRACED CHECKED FEDERAL PROJECT NUMBER SHEET
#14 18 1/4 27 21 3/4 31 shown on this sheet see current CRSI Manual. #18 13.600 2.257 4.00 QUANTITIES KFD 5/13 CHECKED SMG 5/13 ------ 53 of 109
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGN
NH ROUTE 10 over ASHUELOT RIVER
WINCHESTER & SWANZEY 12906
NOTES:
1. FIGURES IN CIRCLE SHOW TYPE OF BEND.
2. UNLESS OTHERWISE DESIGNATED, ALL BAR REINFORCEMENT FOR CONCRETE IN SIZES
UP TO AND INCLUDING NO. 18 SHALL CONFORM TO THE REQUIREMENTS OF THE
"SPECIFICATIONS FOR DEFORMED BILLET - STEEL BARS FOR CONCRETE REINFORCEMENT",
AASHTO M 31-94 (ASTM A615).
3. FOR TYPICAL BENDING DETAILS, RECOMMENDED PIN DIAMETER "D" OF BENDS AND
HOOKS AND OTHER STANDARD PRACTICE REFER TO THE CURRENT CONCRETE
REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE".
4. BARS WHICH REQUIRE MORE ACCURATE BENDING THAN STANDARD PRACTICES
SHOULD HAVE LIMITS INDICATED.
5. ALL DIMENSIONS ARE OUT TO OUT OF BAR EXCEPT "A" AND "G" ON STANDARD 180º AND
135º HOOKS.
6. "J" DIMENSION ON 180 HOOKS TO BE SHOWN ONLY WHEN NECESSARY TO RESTRICT
HOOK SIZE, OTHERWISE STANDARD HOOKS ARE TO BE USED.
7. "H" DIMENSION ON STIRRUPS TO BE SHOWN ONLY WHEN NECESSARY TO MAINTAIN
CLEARANCES.
8. WHERE SLOPE DIFFERS FROM 45 DIMENSIONS "H" AND "K" MUST BE SHOWN.
DENOTES BARS TO BE CUT IN FIELD, AS REQUIRED.
∆ DENOTES BARS TO BE BENT IN FIELD.
Abutment B BRIDGE SHEET 21 OF 38 Piers BRIDGE SHEET 23 OF 38 Approach Slabs BRIDGE SHEET 30 OF 38
Mark Size Length # Pieces Type A B C D E F G H J K R O Mark Size Length # Pieces Type A B C D E F G H J K R O Mark Size Length # Pieces Type A B C D E F G H J K R O
B1 #6 22.17 42 — P1 #5 25.17 112 — AS1E #5 38.92 37 — EPOXY
B2 #6 28.25 6 — P2 #10 13.50 196 — AS2E #5 38.67 37 — EPOXY
B3 #5 20.67 6 — P3 #7 9.83 192 N3 0.88 1.03 7.92 0.17 0.67 AS3E #8 19.58 86 — EPOXY
B4 #6 14.42 17 — P4 — — — — NOT USED AS4E #5 19.58 12 — EPOXY
B5 #8 14.42 28 — P5 #7 18.50 384 — AS5E #5 5.50 136 S5 0.50 1.50 1.50 1.50 0.50 EPOXY
B6 #6 13.75 1 — P6 #6 21.92 268 — AS6E #5 5.50 160 — EPOXY
B7 #6 18.50 1 — P7 #6 19.75 16 — AS7E #5 7.50 72 17 2.50 2.50 2.50 EPOXY
B8 #6 16.50 1 — P8 #5 11.44 4 N6 2.67 3.05 2.67 2.16 2.16 AS8E #5 8.67 12 17 3.08 2.50 3.08 EPOXY
B9 #6 14.58 1 — P9 #5 11.38 4 N6 2.67 3.02 2.67 2.14 2.14 AS9E #5 3.50 8 17 1.50 0.50 1.50 EPOXY
B10 #6 4.08 1 — P10 #5 11.32 4 N6 2.67 2.99 2.67 2.11 2.11 —
B11 #6 2.17 1 — P11 #5 11.26 4 N6 2.67 2.96 2.67 2.09 2.09
B12 #8 14.42 1 — P12 #5 11.20 4 N6 2.67 2.93 2.67 2.07 2.07 SECTION SUMMARY TOTAL WEIGHT (lbs):
B13 #8 14.42 1 — P13 #5 11.14 4 N6 2.67 2.90 2.67 2.05 2.05 ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL
B14 #8 13.75 1 — P14 #5 11.08 4 N6 2.67 2.87 2.67 2.03 2.03 544 REINFORCING STEEL 0 0 0 0 0 0 0 0 0 0 0 0
B15 #8 18.50 1 — P15 #5 11.02 4 N6 2.67 2.84 2.67 2.01 2.01 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0
B16 #8 17.50 1 — P16 #5 10.96 4 N6 2.67 2.81 2.67 1.99 1.99 544.2 EPOXY COATED 0 0 5638 0 0 4496 0 0 0 0 0 10134
B17 #8 16.50 1 — P17 #5 10.90 4 N6 2.67 2.78 2.67 1.97 1.97 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0
B18 #8 15.58 1 — P18 #5 10.84 4 N6 2.67 2.75 2.67 1.95 1.95
B19 #8 14.58 1 — P19 #5 10.80 4 N6 2.67 2.73 2.67 1.93 1.93
B20 #8 4.08 1 — P20 #5 10.74 4 N6 2.67 2.70 2.67 1.91 1.91 Deck BRIDGE SHEET 28 OF 38
B21 #8 3.08 1 — P21 #5 10.68 4 N6 2.67 2.67 2.67 1.89 1.89 Mark Size Length # Pieces Type A B C D E F G H J K R O
B22 #8 2.17 1 — P22 #5 10.62 4 N6 2.67 2.64 2.67 1.86 1.86 D1E #5 30.67 788 — EPOXY
B23E #5 11.42 2 N7 10.50 0.92 4.92 9.28 EPOXY P23 #5 10.56 4 N6 2.67 2.61 2.67 1.84 1.84 D2E #5 24.58 64 — EPOXY
B24 #6 12.42 1 — P24 #5 10.50 4 N6 2.67 2.58 2.67 1.82 1.82 D3E #5 39.00 64 — EPOXY
B25 #6 18.17 1 — P25 #5 10.44 4 N6 2.67 2.55 2.67 1.80 1.80 D4E #6 8.00 88 N8 4.50 3.50 EPOXY
B26 #6 15.67 1 — P26 #5 10.38 4 N6 2.67 2.52 2.67 1.78 1.78 D5E #5 38.58 324 — EPOXY
B27 #6 13.25 1 — P27 #5 10.32 4 N6 2.67 2.49 2.67 1.76 1.76 D6E #5 38.50 262 — EPOXY
B28 #6 4.83 1 — P28 #5 10.26 4 N6 2.67 2.46 2.67 1.74 1.74 D7E #5 38.42 324 — EPOXY
B29 #6 2.08 1 — P29 #5 10.20 4 N6 2.67 2.43 2.67 1.72 1.72 D8E #5 5.75 630 S5 0.83 1.42 1.42 1.25 0.83 EPOXY
B30 #8 14.42 3 — P30 #5 10.14 4 N6 2.67 2.40 2.67 1.70 1.70 —
B31 #8 18.17 1 — P31 #5 10.08 4 N6 2.67 2.37 2.67 1.68 1.68
B32 #8 16.92 1 — P32 #5 10.02 4 N6 2.67 2.34 2.67 1.66 1.66 SECTION SUMMARY TOTAL WEIGHT (lbs):
B33 #8 15.67 1 — P33 #5 9.96 4 N6 2.67 2.31 2.67 1.64 1.64 ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL
B34 #8 14.42 1 — P34 #5 9.90 4 N6 2.67 2.28 2.67 1.61 1.61 544 REINFORCING STEEL 0 0 0 0 0 0 0 0 0 0 0 0
B35 #8 13.25 1 — P35 #5 9.84 4 N6 2.67 2.25 2.67 1.59 1.59 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0
B36 #8 4.83 1 — P36 #5 9.78 4 N6 2.67 2.22 2.67 1.57 1.57 544.2 EPOXY COATED 0 0 69771 1057 0 0 0 0 0 0 0 70828
B37 #8 3.50 1 — P37 #5 9.72 4 N6 2.67 2.19 2.67 1.55 1.55 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0
B38 #8 2.08 1 — P38 #5 9.66 4 N6 2.67 2.17 2.67 1.53 1.53
B39E #5 11.17 2 N7 9.92 1.25 3.36 9.33 EPOXY P39 #5 9.60 4 N6 2.67 2.14 2.67 1.51 1.51
B40 #5 14.25 3 17 6.00 2.25 6.00 P40 #5 9.54 4 N6 2.67 2.11 2.67 1.49 1.49 GRAND SUMMARY TOTAL WEIGHT (lbs):
B41 #5 18.75 7 17 8.25 2.25 8.25 P41 #5 9.48 4 N6 2.67 2.08 2.67 1.47 1.47 ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL
B42 #7 14.75 7 17 6.25 2.25 6.25 P42 #5 9.42 2 N6 2.67 2.05 2.67 1.45 1.45 544 REINFORCING STEEL 0 6129 5977 13691 24023 3457 0 11386 0 0 0 64663
B43 #7 14.75 36 17 6.25 2.25 6.25 P43 #4 5.31 42 N5 4.31 0.50 0.50 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0
B44 #5 20.25 10 17 9.00 2.25 9.00 P44 #4 5.27 42 N5 4.27 0.50 0.50 544.2 EPOXY COATED 0 0 76865 1057 0 4496 0 0 0 0 0 82418
B45 #7 8.17 2 N3 0.71 0.46 7.00 0.00 0.29 P45 #4 5.23 42 N5 4.23 0.50 0.50 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0
B46 #7 8.42 2 N3 0.71 0.46 7.25 0.00 0.29 P46 #4 5.19 42 N5 4.19 0.50 0.50
B47 #7 8.58 2 N3 0.71 0.46 7.42 0.00 0.29 P47 #4 5.15 42 N5 4.15 0.50 0.50
B48 #7 8.83 2 N3 0.71 0.46 7.67 0.00 0.29 P48 #4 5.10 42 N5 4.10 0.50 0.50
B49 #7 8.75 2 N3 0.71 0.46 7.58 0.00 0.29 P49 #4 5.06 42 N5 4.06 0.50 0.50
B50 #7 7.50 8 — P50 #4 5.02 42 N5 4.02 0.50 0.50
B51 #7 7.50 18 — P51 #4 4.98 42 N5 3.98 0.50 0.50
B52 #7 7.75 18 — P52 #4 4.94 42 N5 3.94 0.50 0.50
B53 #7 8.00 18 — P53 #4 4.90 42 N5 3.90 0.50 0.50
B54 #7 8.25 24 — P54 #4 4.85 42 N5 3.85 0.50 0.50
B55 #5 5.25 46 17 1.50 2.25 1.50 P55 #4 4.81 42 N5 3.81 0.50 0.50
B56E #5 6.50 41 N8 5.00 1.50 EPOXY P56 #4 4.77 42 N5 3.77 0.50 0.50
B57E #5 4.67 41 N2 0.00 1.84 0.71 2.12 1.50 1.50 EPOXY P57 #4 4.73 42 N5 3.73 0.50 0.50
B58E #5 7.58 1 17 2.67 2.25 2.67 EPOXY P58 #4 4.69 42 N5 3.69 0.50 0.50
B59E #5 8.58 1 17 3.17 2.25 3.17 EPOXY P59 #4 4.65 42 N5 3.65 0.50 0.50
B60E #5 9.67 1 17 3.71 2.25 3.71 EPOXY P60 #4 4.60 42 N5 3.60 0.50 0.50
B61E #5 6.25 1 17 2.00 2.25 2.00 EPOXY P61 #4 4.56 42 N5 3.56 0.50 0.50
B62E #5 7.25 1 17 2.50 2.25 2.50 EPOXY P62 #4 4.52 42 N5 3.52 0.50 0.50
B63E #5 8.33 2 17 3.04 2.25 3.04 EPOXY P63 #4 4.48 42 N5 3.48 0.50 0.50
B64E #5 9.42 1 17 3.58 2.25 3.58 EPOXY P64 #4 4.44 42 N5 3.44 0.50 0.50
B65E #5 10.50 1 17 4.13 2.25 4.13 EPOXY P65 #4 4.40 42 N5 3.40 0.50 0.50
B66E #5 11.58 1 17 4.67 2.25 4.67 EPOXY P66 #4 4.35 42 N5 3.35 0.50 0.50
B67E #5 12.58 1 17 5.17 2.25 5.17 EPOXY P67 #4 4.31 42 N5 3.31 0.50 0.50
B68E #5 6.00 1 17 1.88 2.25 1.88 EPOXY P68 #4 4.27 42 N5 3.27 0.50 0.50
B69E #5 6.67 1 17 2.21 2.25 2.21 EPOXY P69 #4 4.23 42 N5 3.23 0.50 0.50
B70E #5 7.42 1 17 2.58 2.25 2.58 EPOXY P70 #4 4.19 42 N5 3.19 0.50 0.50
B71E #5 8.17 2 17 2.96 2.25 2.96 EPOXY P71 #4 4.15 42 N5 3.15 0.50 0.50
B72E #5 8.83 1 17 3.29 2.25 3.29 EPOXY P72 #4 4.10 42 N5 3.10 0.50 0.50
B73E #5 9.58 1 17 3.67 2.25 3.67 EPOXY P73 #4 4.06 42 N5 3.06 0.50 0.50
B74E #5 10.33 1 17 4.04 2.25 4.04 EPOXY P74 #4 4.02 42 N5 3.02 0.50 0.50
B75E #5 11.00 1 17 4.38 2.25 4.38 EPOXY P75 #4 3.98 42 N5 2.98 0.50 0.50
B76E #5 11.75 1 17 4.75 2.25 4.75 EPOXY P76 #4 3.92 21 N5 2.92 0.50 0.50
B77E #5 12.42 1 17 5.08 2.25 5.08 EPOXY P77 #4 3.94 41 N5 2.94 0.50 0.50
B78 #4 3.25 359 N5 2.25 0.50 0.50 P78 #4 3.90 41 N5 2.90 0.50 0.50
SECTION SUMMARY TOTAL WEIGHT (lbs):
ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL
SECTION SUMMARY TOTAL WEIGHT (lbs): 544 REINFORCING STEEL 0 4571 4444 9298 18378 0 0 11386 0 0 0 48077
ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0
544 REINFORCING STEEL 0 779 774 2226 2854 1790 0 0 0 0 0 8423 544.2 EPOXY COATED 0 0 0 0 0 0 0 0 0 0 0 0
544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0
544.2 EPOXY COATED 0 0 734 0 0 0 0 0 0 0 0 734
544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0
TOWN: WINCHESTER & SWANZEY BRIDGE NO. 151/181 STATE PROJECT 12906
LOCATION:
REINFORCING SCHEDULE (SHEET 2 OF 2) BRIDGE SHEET
BY DATE BY DATE REVISIONS AFTER PROPOSAL 38 of 38
DESIGNED SRL 06/12 CHECKED KFD 05/13 FILE NO.
DRAWN SRL 06/12 CHECKED KFD 05/13 124-4-1
TRACED CHECKED FEDERAL PROJECT NUMBER SHEET
QUANTITIES KFD 05/13 CHECKED SMG 05/13 ------ 54 of 109
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGN
NH ROUTE 10 over ASHUELOT RIVER