appendix g compaction test results · report id: attachments: five (5) compaction tests were...

Textron, Inc. Former Gorham Manufacturing Facility, Providence, RI Remedial Action Completion Report: Phase II Area – Mashapaug Inner Cove, Phase III Area – Northeast Upland And Parcel C Project No.: 3652160001 February 12, 2016

APPENDIX G

COMPACTION TEST RESULTS

195 Frances Avenue Client InformationCranston, Rhode Island 02910 Charter Environmental Inc.

Phone: 401-467-6454 500 Harrison Ave Suite 4RFax: 401-467-2398 Boston, MA 02118

http://www.Thielsch.com [email protected]

Note: Thielsch Engineering personnel are present on-site to observe certain operations of the contractor and to record and report certaindata related to those operations to our client. Neither the presence nor the activities of our personnel shall relieve any contractor from itsobligation to meet contractual requirements. Further, the contractor retains sole responsibility for site safety and the methods, operationsand sequences of construction. Field services were conducted in general accordance with associated AASHTO, ACI, ASTM, and DOTspecifications.

Reference Drawings:

Earthwork Contractor:

Material Source:

Material Classification:

Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:

Method of Compaction:

Method of Density Testing:

Proctor Method:

Laboratory Sample No.:

Proposed Site Plan C-102, 6/24/2015.

Charter Environmental Inc.

Material S & S.

Light brown Poorly-graded Sand with Silt (SP-SM)

Common Borrow.

Backfill proposed Parcel C area with Sandy Fill material.

Subgrade consisted of in-situ material overlain with geo-fabric.

No groundwater was encountered during today’s earthwork activities..

Material was placed in approximate 6-inch compacted lifts.

Material was compacted using a BOMAG 10-ton vibratory roller.

In-place test method using nuclear gauge. (ASTM D6938)

Modified Proctor. (ASTM D1557)

T.E.I. 15-MC-668.

EARTHWORK FIELD REPORTProject: Textron Providence Service Date: September 14th , 2015

Project No. CTS 74-15-0087 Technician: Jin Tian Zhu

Report ID: 9-14-15 Earthwork Daily Report

Services Requested By: Charter Environmental Inc.

Site Contact: Mike Gentile – Charter Environmental Inc.

Site Contractor: Charter Environmental Inc.

Location: 333 Adelaide, Providence, RI 02903

Scope of Work: Perform earthwork observations, lift thickness observation and density testing .





EARTHWORK FIELD REPORT Cont.

Test Results:

Comments:

Report ID:

Attachments:

Five (5) compaction tests were performed. Test results were above 90% of the proctor value, and ingeneral accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of test results prior to departure.

9-14-15 Earthwork Daily Report.

9-14-15 Earthwork QC Report and 9-14-15 Field Sketch.

Observed By: Jin Tian ZhuField Engineer Reviewed By: Matthew Colman, EIT

Staff Engineer

D: M

Results Within Specification Limits:

Material Information

2247 593

Results Outside Specification Limits:

Source:Description:

96.695.395.2

TEI Laboratory Sample Number:

5

Req. Minimum Compaction (%):Datum:

Title: 9/22/2015Tested By: Reviewed By: Matthew Colman, EITJin Tian Zhu

Staff Engineer Date:

FGFGFG

11.697.2

Density and Moisture of In-Place Soil via Nuclear Method (D6938)

34 9.3

11.0

Probe Depth(in)

WaterContent (%)

8.992.2%94.4%

Location:Corrected Max Dry Unit Wt. (pcf):Corrected Opt Water Content (%):

Test #12 FG

Lift/ElevationFG

94.310.3 95.0%

195 Frances AvenueCranston, Rhode Island 02910

Phone: 401-467-6454Fax: 401-467-2398

http://www.Thielsch.com

Client Information:Charter Environmental Inc.500 Harrison Ave Suite 4R

Boston, MA [email protected]

Density Gauge InformationDate of Calibration:Source of Calibration:Standard Counts:Moisture Offset (%):

Model No.:Serial No.:Duration of Test:

Troxler3440

1820715 Seconds

Make:

N/A

1/16/2015QC Resources

Test LocationSee Field SketchSee Field SketchSee Field SketchSee Field SketchSee Field Sketch 93.1%4

Textron Providence TEI Project No.:333 Adelaide, Providence, RI 02903 Date of Service: 9/14/2015

CTS 74-15-0087Project:Project Address:

Dry Density(pcf)

4444 93.2%

9/17/2015Title: Field Engineer Date:

Light Brown Poorly-graded Sand with Silt (SP-SM)Material S & S

Proposed Parcel C AreaTop Soil subgrade

15-MC-668

90.013.1

102.3

Dry Density(% comp)

Comments:

Earthwork Field Density Report

195 Frances Avenue Client Information Site Plan: Proposed Site Plan C-102Cranston, Rhode Island 02910 Charter Environmental Project No.: CTS 74-15-0087Phone: 401-467-6454 500 Harrison Ave Suite 4R Report No. 9-14-15 FSFax: 401-467-2398 Boston, MA 02118 Technician: Jin Tian Zhuhttp://www.Thielsch.com [email protected] Date: September 14th, 2015





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S & S.


Common Borrow.

Backfill proposed Parcel C area with Sandy Fill material.






Standard Proctor. (ASTM D698)

T.E.I. 15-SC-668.

EARTHWORK FIELD REPORTProject: Textron Providence Service Date: September 17th , 2015

Project No. CTS 74-15-0087 Technician: Kyle Hogan






Scope of Work: Perform earthwork observations, lift thickness observation and density testing.






Test Results:

Comments:

Report ID:

Attachments:

Fifteen (15) compaction tests were performed. Test results were above 90% of the proctor value, andin general accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of test results prior to departure.



Observed By: Kyle HoganField technician Reviewed By: Matthew Colman, EIT

Staff Engineer

D: M



2247 593


3.64.12.42.8

96.797.096.298.4

94.8%94.0%96.2%91.9%

3.3

Source:Description:

96.497.096.8


5


Title: 10/5/2015Tested By: Reviewed By: Matthew Colman, EITKyle Hogan


44

FG

FGFGFGFG

2.5

FG

99.6


34

6

4.23.13.7 92.2

92.87

Probe Depth(in)

WaterContent (%)

3.191.7%94.2%


Test #12 FG

Lift/ElevationFG

93.83.7 97.4%


Phone: 401-467-6454Fax: 401-467-2398






Troxler3440

1820715 Seconds

Make:

N/A


131415

Test LocationSee Field Sketch

89

101112

94.6%

99.498.6

3.0

4444 94.1

4



97.2%

Dry Density(pcf)

4444

4444

94.5%

90.1%90.7%92.0%

94.0

94.8%

9/17/2015Title: Field technician Date:



15-SC-668

90.013.1

102.3

6.15.0

FGFGFG

96.4%

Dry Density(% comp)

FGFGFGFG

2.7

Comments:


195 Frances Avenue Client Information Site Plan: Proposed Site Plan C-102Cranston, Rhode Island 02910 Charter Environmental Project No.: CTS 74-15-0087Phone: 401-467-6454 500 Harrison Ave Suite 4R Report No. 9-17-15 FSFax: 401-467-2398 Boston, MA 02118 Technician: Kyle Hoganhttp://www.Thielsch.com [email protected] Date: September 17th, 2015

Approximate Earthwork Activity and Thickness Verification Locations.

2 13

4 5 6 7

810 9

11 12

15

1413





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S & S.

Light brown poorly-graded Sand with Silt (SP-SM)

Sandy Fill.

Backfill proposed Parcel C area with Sandy fill material.

Subgrade consisted of existing material.






T.E.I. 15-SC-668.

EARTHWORK FIELD REPORTProject: Textron Providence Service Date: September 21st, 2015







Scope of Work: Perform earthwork observations, lift thickness observation and density testing






Test Results:

Comments:

Report ID:

Attachments:

Three (3) compaction tests were performed. Test results were above 90% of the proctor value, andin general accordance with project specifications.

Lift thickness for topsoil and common borrow material was observed to be 6-inches compacted priorto testing of each lift. Mike Gentile of Charter Environmental Inc. was notified of test results prior todeparture.




Staff Engineer

D: M



Light brown Poorl-graded Sand with Silt (SP-SM)Material S & S

Proposed Parcel C areaTop soil subgrade

15-SC-668

90.013.1

102.3

Dry Density(% comp)



Dry Density(pcf)

444




Troxler3440

1820715 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




93.8%93.4%


Test #12 FG

Lift/ElevationFG

96.08.0 95.3%

Probe Depth(in)

WaterContent (%)

9.7




FG9.0

97.5


3


2246 595


Source:Description:

95.5


Comments:


195 Frances Avenue Client Information Site Plan: Proposed Site Plan C-102

Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087

Phone: 401-467-6454 500 Harrison Ave Suite 4R Report No. 9-21-15 FS

Fax: 401-467-2398 Boston, MA 02118 Technician: Jin Tian Zhu

http://www.Thielsch.com [email protected] Date: September 21st, 2015

1

2

3






Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S & S.

Light brown poorly-graded Sand with Silt (SP-SM)

Sandy Fill.

Backfill proposed Parcel C area with Sandy fill material.

Subgrade consisted of existing material.






T.E.I. 15-SC-668.

EARTHWORK FIELD REPORTProject: Textron Providence Service Date: September 25th, 2015













Test Results:

Comments:

Report ID:

Attachments:

Three (3) compaction tests were performed. Test results were above 90% of the proctor value, andin general accordance with project specifications for given backfill elevations.





Staff Engineer

D: M



2249 598


Source:Description:

97.8





FG7.4

99.9


3

Probe Depth(in)

WaterContent (%)

8.696.3%95.6%


Test #12 FG

Lift/ElevationFG

98.58.2 97.7%


Phone: 401-467-6454Fax: 401-467-2398






Troxler3440

1820715 Seconds

Make:

N/A





Dry Density(pcf)

444



Proposed Parcel C areaTop soil subgrade

15-SC-668

90.013.1

102.3

Dry Density(% comp)

Comments:





Fax: 401-467-2398 Boston, MA 02118 Technician: Jin Tian Zhu

http://www.Thielsch.com [email protected] Date: September 25th, 2015


1 2

3





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S&S.


Common Borrow.

Backfill of Parcel C and southern entrance area.


No groundwater was encountered during today’s earthwork inspection time..





T.E.I. 15-SC-668.

EARTHWORK FIELD REPORTProject: Textron Providence Service Date: October 5th, 2015

Project No. CTS 74-15-0087 Technician: Imtiaz Ahmed












Test Results:

Comments:

Report ID:

Attachments:

Twelve (12) compaction tests were performed. Test results were above 90% of the proctor value,and in general accordance with project specifications. Compaction tests at southern site entrancewere over 100%. These results may be due to material change or exposure to heavy constructiontraffic.

Lift thickness for common borrow material was observed to be 6-inches compacted prior to testing.Mike Gentile of Charter Environmental was notified of test results prior to departure.



Observed By: Imtiaz AhmedField Engineer Reviewed By: Matthew Colman, EIT

Staff Engineer

D: M



2899.4 450


13.914.214.716.1

110.2108.5108.0107.9

106.1%105.6%105.5%

16.9

Source:Description:

99.6100.692.7


5


Title: 10/16/2015Tested By: Reviewed By: Matthew Colman, EITImtiaz Ahmed


66

1

1111

15.1

1

94.3


34

6

14.817.122.0 94.6

94.07

Probe Depth(in)

WaterContent (%)

14.993.4%97.4%


Test #12 1

Lift/Elevation1

95.517.8 92.2%


Phone: 401-467-6454Fax: 401-467-2398






HumboldtHS-5001EZ

429415 Seconds

Make:

N/A



89

101112

Site Entrance

90.6%

14.8

6666 92.2



Dry Density(pcf)

6666

66

107.7%

92.5%91.9%90.1%

98.3%


Light brown Poorl-graded Sand with Silt (SP-SM)On-Site

North corner of parcel C and Site EntranceCapping subgrade

15-SC-668

90.013.1

102.3

111

Dry Density(% comp)

1

Comments:





Fax: 401-467-2398 Boston, MA 02118 Technician: Imtiaz Ahmed

http://www.Thielsch.com [email protected] Date: October 5th, 2015

Approximate area of compaction testing.

10

1211

9

1

78

5

2

46

3

Approximate area of compaction testing.





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:


Proposed site plan sheet 3 of 3.


On-site processed.

Dark brown silty sand with gravel (SM).

Cove Sediment with 6% KLD Blend.

Proposed upland soil cap, see field sketch for test locations.

Material was placed prior to TEI’s arrival.

No groundwater was encountered during today’s earthwork inspection time.


Material was compacted using an Ingersoll Rand (Pro-Pac series 70) vibratory roller.



T.E.I. 15-S-1110.

EARTHWORK FIELD REPORTProject: Textron Providence Service Date: November 4th, 2015













Test Results:

Comments:

Report ID:

Attachments:

Four (4) compaction tests were performed. Test results were above 90% of the proctor value and ingeneral accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of test strip results prior to departure.


11-4-15 Earthwork QC Report & 11-4-15 Field Sketch.


Staff Engineer

D: M



2527.3 448.1


Source:Description:

85.486.4





11

23.684.5


34 24.9

Probe Depth(in)

WaterContent (%)

25.598.4%92.2%


Test #12 1

Lift/Elevation1

91.126.9 91.3%


Phone: 401-467-6454Fax: 401-467-2398






Humboldt5001EZ

429515 Seconds

Make:

N/A


Test LocationMain Cap Area (See Field Sketch)Main Cap Area (See Field Sketch)Main Cap Area (See Field Sketch)Main Cap Area (See Field Sketch)



Dry Density(pcf)

8888 93.3%


Dark Brown Silty Sand with Gravel (SM)On-Site Cove Sediment with 6% KLD Blend

Proposed Upland Soil CapBottom of Cap

15-S-1110

90.022.992.6

Dry Density(% comp)

Comments: 6% KLD Blend - 15-SC-1110 92.6pcf @ 22.9% moisture.

Field Density Report

195 Frances Avenue Client Information Proposed Site Plan 3 of 3Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087

Phone: 401-467-6454 500 Harrison Ave Suite 4R Report No. 11-04-15 FSFax: 401-467-2398 Boston, MA 02118 Technician: Imtiaz Ahmed

http://www.Thielsch.com [email protected] Date: November 5th, 2015





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




On-site processed.


Cove sediment with 6% KLD blend.

Upland soil cap 20-foot buffer around perimeter slope. (see field sketch)


No groundwater was encountered during today’s earthwork inspection time..





T.E.I. 15-S-1110.














Test Results:

Comments:

Report ID:

Attachments:

Three (3) compaction tests were performed. Test results were above 93% of the proctor value and ingeneral accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of test results for the cap area prior todeparture.




Staff Engineer

D: M




Proposed Upland Soil CapBottom of Cap

15-S-1110

93.022.992.6

Dry Density(% comp)



Dry Density(pcf)

888

Test Location(Perimeter) See field sketch(Perimeter) See field sketch(Perimeter) See field sketch



Humboldt5001EZ

429515 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




97.3%94.1%


Test #12 1

Lift/Elevation1

90.128.6 93.2%

Probe Depth(in)

WaterContent (%)

26.2




126.4

86.3


3


2533.1 442.6


Source:Description:

87.1


Comments:

Field Density Report

195 Frances Avenue Client Information Proposed Site Plan 3 of 3Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087



Approximate compaction testing area at perimeter.

3

2

1





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S&S.

Light brown poorly graded sand with silt (SP-SM).

Common borrow.

Upland area (see field sketch).




Material was compacted using an HYPAC C-840D 11-ton vibratory roller.



T.E.I. 15-S-668.














Test Results:

Comments:

Report ID:

Attachments:

Seven (7) compaction tests were performed. Test results were above 90% of the proctor value and ingeneral accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of results prior to departure.




Staff Engineer

D: M



Brown Silty Sand with Gravel (SM)Material S&SUpland Area

Finished Grade

15-S-668

90.013.1

102.3

Dry Density(% comp)



Dry Density(pcf)

8888

103.0%99.7%

100.8%101.5%8

88

Test LocationSee Field SketchSee Field SketchSee Field SketchSee Field SketchSee Field SketchSee Field SketchSee Field Sketch



Troxler3440

1820715 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




97.3%99.6%


Test #12 65

Lift/Elevation65

99.56.8 101.4%

6

6.57.87.5 105.4

102.07

Probe Depth(in)

WaterContent (%)

7.3




65656565

7.7

65

103.7


34


2248 660


6.1

Source:Description:

101.9103.1103.8


5

Comments:


195 Frances Avenue Client Information Proposed site plan sheet 3 of 3Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087







Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




On-site 6% KLD processed.


Cove Sediment with 6% KLD blend.

Main body area shown in field sketch.




Material was compacted using an Ingersoll Rand (Pro-Pac series 70) vibratory sheepsfoot roller.



T.E.I. 15-S-1110.

EARTHWORK FIELD REPORT AProject: Textron Providence Service Date: November 12th, 2015

Project No. CTS 74-15-0087 Technician: Jason Rapose












Test Results:

Comments:

Report ID:

Attachments:

Four (4) compaction tests were performed. Test results were above 90% of the proctor value and ingeneral accordance with project specifications.

Area tested was the second lift (2nd) placed for this area. Mike Gentile of Charter Environmental Inc.was notified of test results prior to departure

11-12-15 Earthwork Daily Report A.

11-12-15 Earthwork QC Report A & 11-12-15 Field Sketch.

Observed By: Jason RaposeField Technician Reviewed By: Matthew Colman, EIT

Staff Engineer





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:


Proposed Site Plan C-104.


Material S&S.

Light brown Poorly – graded Sand with Silt (SP-SM).

Sandy Fill (Common Borrow).

Parcel C-1 in field sketch.




Material was compacted using an HYPAC C840D 11-ton vibratory roller.



T.E.I. 15-S-668.

EARTHWORK FIELD REPORT BProject: Textron Providence Service Date: November 12th, 2015

Project No. CTS 74-15-0087 Technician: Jason Rapose












Test Results:

Comments:

Report ID:

Attachments:

Six (6) compaction tests were performed. Test results were above 90% of the proctor value and ingeneral accordance with project specifications.

At the request of Mike Gentile of Charter Environmental, two test pits were dug in the phase III areatested to verify at least six inches (6”) of coverage over the placed poly membrane. Mike Gentile ofCharter Environmental Inc. was notified of test results and depth verification prior to departure

11-12-15 Earthwork Daily Report B.

11-12-15 Earthwork QC Report B & 11-12-15 Field Sketch.

Observed By: Jason RaposeField Technician Reviewed By: Matthew Colman, EIT

Staff Engineer

D: M


11/12/2015Title: Field Technician Date:

Dark Brown Silty Sand with gravel (SM)On-Site Cove Sediment with 6% KLD Blend

Main Body AreaBottom of Cap

15-S-1110

90.022.992.6

Dry Density(% comp)



Dry Density(pcf)

12121212 96.7%

Test LocationMain Body, See Field SketchMain Body, See Field SketchMain Body, See Field SketchMain Body, See Field Sketch



Troxler3440

2231815 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




90.1%93.2%


Test #12 2 / 59.0

Lift/Elevation2 / 59.0

83.433.4 91.5%

28.1

Probe Depth(in)

WaterContent (%)

31.2


Title: 11/17/2015Tested By: Reviewed By: Matthew Colman, EITJason Rapose


2 / 59.02 / 59.0

34.184.7


34


2210 663


Source:Description:

86.389.5


Comments: 6% KLD Blend - 15-SC-1110 92.6pcf @ 22.9% moisture. Elevation is approximate.

Field Density Report A

D: M



2210 663


Source:Description:

99.297.798.6


5


Title: 11/17/2015Tested By: Reviewed By: Matthew Colman, EITJason Rapose


65.065.065.065.0

6.199.9


34

6

9.57.38.3 99.3

Probe Depth(in)

WaterContent (%)

8.495.8%97.0%


Test #12 65.0

Lift/Elevation65.0

98.05.1 97.7%


Phone: 401-467-6454Fax: 401-467-2398






Troxler3440

2231815 Seconds

Make:

N/A


Test LocationUpland area, See Field SketchUpland area, See Field SketchUpland area, See Field SketchUpland area, See Field SketchUpland area, See Field SketchUpland area, See Field Sketch

96.4%66



Dry Density(pcf)

6666

97.1%

95.5%

11/12/2015Title: Field Technician Date:

Light brown Poorly-graded Sand with Silt (SP-SM)Material S&S

Parcel C-1 Phase III AreaFinished Grade

15-S-668

90.013.1

102.3

Dry Density(% comp)

Comments: Elevation is approximate.

Field Density Report B

195 Frances Avenue Client Information Site Plan: Proposed Site Plan C-104Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087

Phone: 401-467-6454 500 Harrison Ave Suite 4R Report No. 11-12-15 FSFax: 401-467-2398 Boston, MA 02118 Technician: Jason Rapose






Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S&S.

Light brown poorly graded sand with silt (SP-SM)

Common borrow.

Parcel C-1 in field sketch.


No groundwater was encountered during today’s observed earthwork.


Material was compacted using an HYPAC C-840D 11 ton vibratory roller.



T.E.I. 15-S-668.

EARTHWORK FIELD REPORT AProject: Textron Providence Service Date: November 13th, 2015













Test Results:

Comments:

Report ID:

Attachments:

Five (5) compaction tests were performed. Test results were above 90% of the proctor value and ingeneral accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of results prior to departure




Staff Engineer

D: M



Brown Silty Sand with Gravel (SM)Material S&S

Parcel C-1 Phase III AreaFinished Grade

15-S-668

90.013.1

102.3

Dry Density(% comp)



Dry Density(pcf)

8888 98.6%

102.0%8

Test LocationSee Field SketchSee Field SketchSee Field SketchSee Field SketchSee Field Sketch



Troxler3440

1682615 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




102.8%102.1%


Test #12 65

Lift/Elevation65

105.29.2 107.8%

9.89.1

Probe Depth(in)

WaterContent (%)

9.8




656565

9.5110.3


34


975 650


Source:Description:

104.4100.9104.3


5

Comments:

Earthwork Field Density Report A





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




On-site 6% KLD processed.



Upland soil cap 20-foot buffer around perimeter slope. (see in the field sketch)



Material was placed in approximate 12-inch compacted lifts (2nd lift).




T.E.I. 15-S-1110.

EARTHWORK FIELD REPORT BProject: Textron Providence Service Date: November 13th, 2015













Test Results:

Comments:

Report ID:

Attachments:

Three (3) compaction tests were performed. Test results were above 93% of the proctor value and ingeneral accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of test results of the cove sediment area priorto departure.

11-13-15 Earthwork Daily Report B.

11-13-15 Earthwork QC Report B & 11-13-15 Field Sketch.


Staff Engineer

D: M




Main Body AreaBottom of Cap

15-S-1110

93.022.992.6

Dry Density(% comp)



Dry Density(pcf)

888

Test LocationCap Slope (See field sketch)Cap Slope (See field sketch)Cap Slope (See field sketch)



Troxler3440

1682615 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




94.2%94.7%


Test #12 2

Lift/Elevation2

87.230.6 94.3%

Probe Depth(in)

WaterContent (%)

26.3




231.6

87.3


3


975 650


Source:Description:

87.7



Earthwork Field Density Report B




Approximate common borrow compaction testing area.

34

5

21

3

2

1Approximate Cove Sediment Blend compaction testing area.





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:


Proposed site plan sheet 3 of 3 C-104.


On-site KLD processed blend.



Main interior and 20 feet buffer around perimeter slope.



Material was placed in approximate 12-inch compacted lift (3rd lift).




T.E.I. 15-S-1110.














Test Results:

Comments:

Report ID:

Attachments:






Staff Engineer

D: M




Main Interior Field and Buffer AreaBottom of Cap

15-S-1110

93.022.992.6

Dry Density(% comp)



Dry Density(pcf)

10101010 96.1%

94.1%10

Test LocationSee field sketch



Troxler3440

1820715 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




97.4%95.5%


Test #12 3rd

Lift/Elevation3rd

90.223.1 96.7%

22.225.5

Probe Depth(in)

WaterContent (%)

28.0




3rd3rd3rd

25.589.5


34


2251 601


Source:Description:

88.489.087.1


5



195 Frances Avenue Client Information Site Plan: Proposed site plan C-104Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087

Phone: 401-467-6454 500 Harrison Ave Suite 4R Report No. 11-14-15 FSFax: 401-467-2398 Boston, MA 02118 Technician: Jin Tian Zhu






Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




On-site KLD processed blend.



Main interior and 20 feet buffer around perimeter slope.


No groundwater was encountered during today’s earthwork observations.

Material was placed in approximate 12-inch compacted lifts (4th lift).




T.E.I. 15-S-1110.














Test Results:

Comments:

Report ID:

Attachments:






Staff Engineer

D: M



2255 598


Source:Description:

89.089.087.0


5




4th4th4th

24.587.3


34 21.8

23.3

Probe Depth(in)

WaterContent (%)

20.293.5%96.1%


Test #12 4th

Lift/Elevation4th

86.622.7 94.3%


Phone: 401-467-6454Fax: 401-467-2398






Troxler3440

1820715 Seconds

Make:

N/A


Test LocationSee field sketch

94.0%10



Dry Density(pcf)

10101010 96.1%




15-S-1110

93.022.992.6

Dry Density(% comp)



195 Frances Avenue Client Information Site Plan: Proposed site plan C-104Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087







Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




On-site 6% KLD processed blend and Material S&S import.

Dark brown silty sand with gravel (SM) and Light brown Poorly-graded Sand with Silt (SP-SM).

Cove sediment with 6% KLD blend and Sandy Fill (Common Borrow).

Main interior field/buffer area and proposed Parcel C area.


No groundwater was encountered during today’s earthwork observations.

Material was placed in approximate 12-inch/6-inch compacted lifts (5th lift for cap area).




T.E.I. 15-S-1110 and 15-S-668.


Project No. CTS 74-15-0087 Technician: Kyle Hogan












Test Results:

Comments:

Report ID:

Attachments:

Nine (9) compaction tests were performed. Test results were above 90% of the proctor value and ingeneral accordance with project specifications.

Mike Gentile of Charter Environmental Inc. was notified of test results of the cove sediment andParcel C areas prior to departure.


11-17-15 Earthwork QC Report A & B, and 11-17-15 Field Sketch.

Observed By: Kyle HoganField Engineer Reviewed By: Matthew Colman, EIT

Staff Engineer

D: M



2255 598


Source:Description:

90.489.7





5th5th

16.890.7


34 13.4

Probe Depth(in)

WaterContent (%)

17.199.4%97.6%


Test #12 5th

Lift/Elevation5th

92.014.8 97.9%


Phone: 401-467-6454Fax: 401-467-2398






Troxler3440

1820715 Seconds

Make:

N/A


Test LocationSee field sketch (92.6 proctor)See field sketch (92.6 proctor)See field sketch (92.6 proctor)See field sketch (92.6 proctor)



Dry Density(pcf)

10101010 96.9%




15-S-1110

90.022.992.6

Dry Density(% comp)


Earthwork Field Density Report A

D: M



2247 593


Source:Description:

99.999.599.7


5




FGFGFG

7.2100.5


34 7.7

7.8

Probe Depth(in)

WaterContent (%)

9.999.5%97.7%


Test #12 FG

Lift/ElevationFG

101.89.4 98.2%


Phone: 401-467-6454Fax: 401-467-2398






Troxler3440

1820715 Seconds

Make:

N/A


Test LocationSee Field Sketch (102.3 Proctor)See Field Sketch (102.3 Proctor)See Field Sketch (102.3 Proctor)See Field Sketch (102.3 Proctor)See Field Sketch (102.3 Proctor) 97.5%4



Dry Density(pcf)

4444 97.3%




15-MC-668

90.013.1

102.3

Dry Density(% comp)

Comments:

Earthwork Field Density Report B

195 Frances Avenue Client Information Proposed Site Plan Sheet 3 of 3Cranston, Rhode Island 02910 Charter Environmental, Inc. Project No.: CTS 74-15-0087

Phone: 401-467-6454 500 Harrison Ave Suite 4R Report No. 11-17-15 FSFax: 401-467-2398 Boston, MA 02118 Technician: Kyle Hogan


Area wherecompaction testswere performedusing 92.6 for aproctor value.

Area where compaction testswere performed using the 102.3proctor value.





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S&S.


Common borrow.

Proposed Parcel C Area (See field sketch).







T.E.I. 15-S-668.














Test Results:

Comments:

Report ID:

Attachments:


Mike Gentile of Charter Environmental Inc. was notified of results prior to departure




Staff Engineer

D: M




Proposed Parcel C AreaTop soil subgrade

15-S-668

90.013.1

102.3

Dry Density(% comp)



Dry Density(pcf)

8888 94.6%

95.3%8

Test LocationSee Field SketchSee Field SketchSee Field SketchSee Field SketchSee Field Sketch



Troxler3440

1820715 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




101.3%96.7%


Test #12 59

Lift/Elevation59

103.66.5 101.2%

7.88.2

Probe Depth(in)

WaterContent (%)

10.2




646459

8.0103.5


34


2543 443


Source:Description:

98.996.897.5


5

Comments:







Approximate common borrow compaction testing area.

1

2 3

4

5





Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:




Material S & S.

Light brown poorly-graded Sand with Silt (SP-SM).

Sandy Fill (Common Borrow).

Backfill proposed Parcel C1 area (Phase III) with Sandy fill material.







T.E.I. 15-SC-668.














Test Results:

Comments:

Report ID:

Attachments:

Five (5) compaction tests were performed. Test results were above 90% of the proctor value, and ingeneral accordance with project specifications.





Staff Engineer

D: M




Proposed Parcel C1 (Phase III) areaTop soil subgrade

15-SC-668

90.013.1

102.3

Dry Density(% comp)



Dry Density(pcf)

4444 98.9%

95.2%4




Troxler3440

1820715 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




94.1%96.8%


Test #12 FG

Lift/ElevationFG

96.37.7 94.9%

7.710.0

Probe Depth(in)

WaterContent (%)

7.9




FGFGFG

8.797.1


34


2240 599


Source:Description:

99.0101.297.4


5

Comments:






Reference Drawings:


Material Source:


Material Type:

Earthwork Location:

Subgrade Review:

Groundwater:

Lift Thickness:



Proctor Method:


Proposed site plan C-104, 6/24/2015.


Material S & S.


Sandy Fill (Common borrow).

Interior field of the proposed cap area (See field sketch).



Material was placed in an approximate 12-inch compacted lift.




T.E.I. 15-S-668.

EARTHWORK FIELD REPORTProject: Textron Providence Service Date: December 1st, 2015













Test Results:

Comments:

Report ID:

Attachments:


Mike Gentile of Charter Environmental Inc. was notified of results prior to departure.




Staff Engineer

D: M




Interior Field of the Proposed Cap AreaCap finished grade.

15-S-668

90.013.1

102.3

Dry Density(% comp)



Dry Density(pcf)

8888 99.0%

101.2%8




HUMBOLDTHS5001EZ

429515 Seconds

Make:

N/A



Phone: 401-467-6454Fax: 401-467-2398




99.2%100.1%


Test #12 64

Lift/Elevation64

101.57.0 103.4%

7.19.2

Probe Depth(in)

WaterContent (%)

6.6




646464

7.0105.8


34


2591.6 458.6


Source:Description:

102.4101.3103.5


5

Comments:






http://www.Thielsch.com [email protected] Date: December 1st, 2015

1

5

43

2

Approximate locations of compaction testing.

appendix g compaction test results · report id: attachments: five (5) compaction tests were...

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