MISSOURI DEPARTMENT OF TRANSPORTATIONStandard Inspection and Testing Plan (ITP): Date Version:

Section 200 Section 300 Section 400 Section 500

Section 800 Section 900 Help and Instructions

MISSOURI DEPARTMENT OF TRANSPORTATIONFebruary 2016

Section 600 Section 700

Print Sec 200-900

Go Back to Front

DIVISION 000:

Spec. Additional Reference

Spec. Where the governing specifications are found.

Most basic description of the element of work.

Minimum Frequency Contractor QC MoDOT QA

Contractor QC

MoDOT QA MoDOT will follow the quality assurance scheduled here.

QC Documents

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Checklist

Item Descriptio

n

Parameter or

ProcedureAcceptance

Criteria

Item Description

Parameter or Procedure

Describes which portion of the work item being discussed on this line of the ITP. It is common for a specification or item to have several parameters or procedures.

Additional Reference

contains useful information such as other specification sections that may be integral to inspection of the item.

Acceptance Criteria

Describes how the requirement is met for that parameter or procedure. These are mostly standardized and match the types in SiteManager.

Under MoDOT quality management, the contractor is responsible for 100% of quality control. The contractor may delegate to subs or suppliers, but must ensure they comply with the project ITP.

The frequencies listed may be in "word format" such as ONCE PER DAY. When inputted into SiteManager, the frequency may be translated to a "number format" such as 1 per 500cy that roughly

represents the "word format". In case of conflict between SiteManager and the ITP frequency, the ITP should govern.

Elec

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Checklists have been developed as an aid for more complex inspection. Be aware that the checklist may not cover all aspects of inspection.

Test Records Every material test taken should generate a test record.

Misc. Miscellaneous documents can cover many different types of deliverables. See the ITP or specifications for more detail.

Electronic Process

Indicates that there is a specific process the contractor must comply with to allow MoDOT to collect data electronically. No deviations from this requirement should be allowed without headquarters approval.

The various documents required from QC will be stored in Sharepoint with the exception of ones with an electronic process developed.

Minimum Frequency QC Documents

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Spec. Additional Reference

Section 201: Clearing and Grubbing201 .2..

1 per Day ²Section 202: Removal of Roadways and Buildings

2021 per Day ²

Section 203: Roadway and Drainage Excavation, Embankment and Compaction203 Borrow Material

Proctor and Plasticity Index 1 per Soil Type ²203 .4.1

203

Density Test Required Testing 1 per Day ²² ²203

Density Test Required Testing 1 per Day ²² ²203 .5..

AASHTO T99 or TM40 Testing 1 per Soil Type 1 per Project ²

203 .5..

TM 35 Use with nuclear density Testing 1 per Soil Type 1 per Project ²

203 .5.2 Moisture ControlTesting 1 per Day 1 Per Week ² ²

Section 204: Embankment Monitoring204 .10.3 Settlement Gauge

Per Contract JSP Visual 1 per Week ²204 .20.3 Pore Pressure

Per Contract JSP Visual 1 per Week ²Section 205: Subgrade Stabilization

205 .2.. GradationAASHTO T87 and T88 EPG 205.2.2 Testing 1 per Project ²

DIVISION 200: Grading and Removals

Item Description

Parameter or Procedure

Acceptance Criteria

Clearing and Grubbing

Clearances, disposal, and

finishSee Checklist

Removal of Roadways and

Buildings

Construction and Conformance Requirements

See Checklist

.3 and .5

Soil Characteristics Certification and

Testing1 per Borrow

Area

Grade construction requirements

Placement and compaction of Embankment

Density, Moisture, Thickness, Frozen

See Checklist 1 per Lift, per 500', per activity

Compaction of Cut

Density, Moisture, Thickness, Frozen

See Checklist 1 per Lift, per 500', per activity

Comp of Emb and Treatment of

Cut Areas with Moisture &

Density

Standard Compaction

Comp of Emb and Treatment of

Cut Areas with Moisture &

Density

Moisture Correction Factor

Compacting Rubbery Soils Class A , LL>40 within 5' of top of finished subgrade

shall be compacted at no less than optimum

Embankment Monitoring

1 per Day, or as per Contract

Embankment Monitoring

1 per Day, or as per Contract

Stabilization Material

1 per Project/ Gradation /Source

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Spec. Additional Reference

DIVISION 200: Grading and Removals

Item Description

Parameter or Procedure

Acceptance Criteria

205 .2.. Liquid LimitT89 Testing 1 per Project ²

205 .2.. Plasticity IndexT90 Testing 1 per Project ²

205 .2.. T99 Method C Testing 1 per Project ²205 .3.. Construction Visual 1 per Activity 1 per Day ²

Section 206: Structure Excavation206 .2..

Visual 1 per Foundation ²206 .3.2 Excavation Test Hole and Stabilization Measurement 1 per Foundation 1 per Foundation ²206 .4.6 Excavation Footing Drainage Visual 1 per Day ²206 .4.7 Excavation Cofferdams Measurement 1 per Day ²206 .4.8 Excavation Measurement 1 per Day ²206 .4.9 Excavation Seal Courses Measurement 1 per Day ²206 .4.10, Backfill

Visual / Testing I per Lift ²

206 .4.11. Porous Backfill Construction Visual I per Lift ²206 .4.11.1 Porous Backfill Material Gradation and deleterious Materials and gradation per Sec 1009 Testing 1 per Project ² ²206 .4.12 Flowable Fill Mix Design Approved Mix design. Sec 621 Document

Section 207: Linear Grading207 .2.1 Construction

Measurement ²207 .2.1 Construction

Measurement ²Section 208: Interception Ditch

208 .2. Construction Visual ²Section 209: Subgrade Preparation

209 Construction Grade Measurement 1 per 100' ²

Stabilization Material

1 per Project/ Gradation /Source

Stabilization Material

1 per Project/ Gradation /Source

Stabilization Material

Moisture Density Relation

1 per Project/ Soil

Classification.Application Uniformity

Extends 18" each side of roadway. Proof rolling only if required by Engineer

Excavation for Footings and Culvert Floors

Depth and Keyways

See Checklist

Stabilization and Testing

See Checklist

See Checklist

Temporary Shoring See Checklist

See Checklist

Structure Fill; Footing Backfill

See Checklist

See Checklist

I per 2000 Ton, 1 per Project min

Class 1 and 2 for Mainline See Checklist

1 per 10 Stations, 1 per

Area Worked min

Class 1 and 2 for Shoulder See Checklist

1 per 10 Stations, per

shoulder, 1 per Area Worked min

Interception Ditch See Checklist 1 per Area

Worked

See Checklist

Minimum Frequency QC Documents

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Spec. Additional Reference

DIVISION 200: Grading and Removals

Item Description

Parameter or Procedure

Acceptance Criteria

209 Construction1 per Day ²

Section 210: Subgrade Compaction210 .2.1 Construction

Density Test Required Testing 1 per Day ²² ²Section 211: Subgrade Scarifying

211 .2.. ConstructionVisual ²

Section 212: Subgrading & Shouldering212 .2.1. Construction

Testing ²Section 214: Rock Fill

214 .2.. Rock Fill Uniformly graded suitable rock Visual 1 per Day ²² ²Section 215: Shaping Slopes

215 .2.. Shaping Slopes Construction1 per 10 Stations ²

Section 216: Removals for Bridge Structures216 .10.2 Removal Construction 1 per Structure ²

Uniformity, Moisture See Checklist Visual /

Measurement

Subgrade Compaction

See Checklist1 per 1000 Feet

of Alternating Lanes.

Subgrade Scarifying See Checklist Performed in areas determined by

Engineer

1 per 1000 Feet of Alternating

Lanes.

Subgrading / Shouldering See Checklist 1 per Lift, per

500', per activity

Construction and Materials See Checklist 1 per Lift /

Activity

See Checklist Visual / Measurement

See Checklist Visual / measurement

DIVISION 300: Bases and Aggregate Surfaces Minimum Frequency QC Documents

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Spec. Additional Reference

Section 302: Stabilized Permeable Base302 .2.1

Sec 1009, T11, T27 testing 1 per 2000 Ton 1 per project ²302 .2.2 Construction

Visual ²Section 303: Rock Base

303 Rock Base

Material report 1 per 10 QC ²² ²

303 .3.5 Surface Material top 2" Gradation If RAP, see Sec 1007 testing 1 per 2000 ton 1 per 8000 ton ² ²303 .3.5 Surface Material top 2" PI testing 1 per 10,000 ton ² ²303 .3.6 Final Grade Construction measurement 1 per 100'. 1 per 1000' ²

Section 304: Aggregate Base Course304 .2.3 Placing

See Sec 209 measurement ²304

visual / testing ²² ²304 .3.4

visual ²304 Section Thickness measurement meets plans measurement

304 .4.1

T11, T27, & TM71 testing ² ²304 .4.1

T11, T27, & TM71 testing ² ²304 .4.1 Aggregate Base

T11, T27, & TM71 See Sec 1007. testing is per source. testing NA

304 .4.1 Plasticity IndexT89 & T90 See Sec 1007. testing is per source. QC retains samples testing ² ²

304 .4.1

T89 & T90 See Sec 1007. testing is per source. QC retains samples testing NA

304 .4.2T 99, Method C ASTM D6951 (DCP for Type 7 base) testing ²

Item Description

Parameter or Procedure

Acceptance Criteria

Asphalt or Cement

Stabilized Base

Material: Gradation Test &

Deleterious

Asphalt or Cement

Stabilized BaseSee Checklist 1 per Day /

Activity

.2.2 and .2.3

Material Quality and size. Section

Thickness, and Compaction

See Checklist Visual / Measurement

1 per lift, per 500', per active

grading spread/4 per day min EPG

203.5

1 per 40,000 ton

See Checklist

Subgrade and Measuring lift

thicknessSee Checklist 1 per 1000 Ton,

1 per Day min1 per 4000 ton, 1 per Project min

.3.4 and .4.1

Shaping and Compacting

>4" thickness Density See Checklist

T191 or T310, TM 35, ASTM D6951 (DCP for

Type 7 base)

1 per 1000 Ton, 1 per Day min

1 per 4000 ton, 1 per Project min

Shaping and Compacting on

shoulders

<4" thickness Density See Checklist 1 per Day /

Activity

.4.1 and .4.1.3

Aggregate Base QC/QA

1 per 1000 Ton, 1 per Day min.

1 per 4000 ton, 1 per Project min

Aggregate Base >1000 Tons a

Week

Gradation Test & Deleterious

MaterialSee Sec 1007. testing is per source. QC

retains samples1 per 2000 Ton, 1 per Day min.

1 per 8000 Ton, 1 per Project min

Aggregate Base <1000 Tons a

Week

Gradation Test & Deleterious

MaterialSee Sec 1007. testing is per source. QC

retains samples1 per 250 Ton, 1 per Week min.

1 per 8000 Ton, 1 per Project min

Retain Samples for Gradation Test

& Deleterious Material

1 per Project min 1 per Week at

least 1 per 16,000 Ton

Aggregate Base QC/QA

1 per 10000 Ton, 1 per Project

min.

1 per 40,000 Ton, 1 per

Project min.

Aggregate Base QC/QA

Retained Samples for Plasticity Index

1 per Week at least 1 per

80,000 Tons

Aggregate Base QC/QA

Standard Compaction

1 per source or material change

1 per source or material change

DIVISION 300: Bases and Aggregate Surfaces Minimum Frequency QC Documents

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

Section 310: Aggregate Surface310 .2..

AASHTO T27, T11, TM71 Spec Reference 1006 1 per activity 1 per activity ² ²310 .2..

AASHTO T27, T11, TM71 Spec Reference 1006 Testing ² ²

Aggregate Surface < 500

Tons

Gradation & Deleterious Certification or

Visual

Aggregate Surface > 500

Tons

Gradation & Deleterious 1 per 2000 ton, 1

per Project min1 per 10000 Ton, 1 per Project min

DIVISION 400: Flexible Pavements Minimum Frequency QC Documents

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Spec. Additional Reference

Section 401: Bituminous Base and Pavement401

T11, T27, TM 71 testing na 1 per Day

401T11, T27, TM 71 testing ² 0 ²

401 .5.. T11, T27, TM 71 testing ² ²401 .5.. Binder Content T164, TM54, T287, T308 Asphalt Content testing ² ²401 .5..

testing 1 per Day 1 per Project ² ²401 .2.1

testing 1 per mix na ² 0401 .5.4 Moisture Control Moisture Content

T329 testing ² ²401 .7.1 Roadway

TM20, Sec 209, Sec 407, Sec 408 1 per Day ² 0401 .4.2 Mixture Testing TM20 Binder and Mix temperatures measurement 4 per Day 1 per Project ²401 Coring of lifts

TM41 / T166 Testing 4 per Day ²² ²

401 Pavement Joints DensityTM41 / T166 testing 1 per Activity na ²² 0 ²

401 .10. SmoothnessTest prior to opening. Testing na 1 per Activity ²

401 .12. Visibility Test prior to opening. Testing na 1 per Activity ²Section 402: Bituminous Surface Leveling

402 .2.3extraction, binder ignition testing 1 per Day na ² ²

402 .5..testing 1 per Day 1 per 10000 tons ² 0 ²

Item Description

Parameter or Procedure

Acceptance Criteria

.5. and .9.

Aggregate Gradation & Deleterious

Content Control and %AC

QA Independent Samples

Only applies for greater than 500 tons per day

.5. and .8. and .9.

Aggregate Gradation

Control

QC and QA Split Samples Split samples within 5% of

QC CRE2O 1 per 1000 Ton, 1 per Day min

1 per 5 Days, 1 per Project min

Deleterious Content Control

QC and QA Split Samples

Split samples within 5% of QC CRE2O 1 per 1000 Ton,

1 per Day min1 per 5 Days, 1 per Project min

QC and QA Split Samples CRE2O 1 per 1000 Ton,

1 per Day min1 per 5 Days, 1 per Project min

Recycled Asphalt Material (RAP)

Gradation and AC Content T27, T164,

T308Extraction or inder ignition. QC retains

split samples CRE2O

Aggregate properties

Plasticity Index and Moisture Susceptibility

T89 and T90, and T283

Additional testing if above design on fractions >10% passing #30 sieve

Testing. Same Time as AC Content. Test any time moisture content changes.

1 at project start up and 1 per

Week

1 per Week, 1 per Project min

Subgrade preparations See Checklist Visual /

measurement1 at start of day,

4 per day min

Temperature limitations

.7.8 and .8.

4.

Pavement Density and

thicknessCore locations by random

#s. 1 per Week, 1 per Project min

.7.6 and .8.

4

Surface Tolerance TM 59, Sec

610

Pavement Marking

TM80, Sec 620

Recycled Asphalt Material (RAP)

RAP Gradation, AC

content & DeltT27, T164, T308, Sec

1004 CRE2O

Aggregate gradation and

deleterious control

QC and QA Split Samples T11, T27 & TM 71,

Sec 1004.2 CRE2O

DIVISION 400: Flexible Pavements Minimum Frequency QC Documents

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

402 .5..testing na 1 per 10000 tons

402 .5. testing 1 per mix na ² 0402 .5..

Determine using oil and plant tickets measurement 1 per activity 1 per project ² ²402 .5..

T164, TM54, T287, T308 calculation or testing testing na 1 per 10000 tons

402 .7.. Moisture Content

T329 testing 1 per Day ² ²402 Mixture Testing TM20 Binder and Mix temperatures measurement 4 per Day 1 per Project ²402 .10.3 Construction

²Section 403: Asphaltic Concrete Pavement

403T 27 & T 11 QC retained samples 1 per week by QA testing 2 per Lot 1 per Lot ² ²

403 Mat Density Pavement TestingT 166 By Random # testing 1 per Sublot 1 per Lot ² 0 ²

403 Mixture Testing Asphalt content AASHTO T 164, TM 54, T 287, T 308 testing 1 per Sublot 1 per Lot ² 0 ²403 Mixture Testing Voids in Min Aggr VMA T 312 and R 35 testing 1 per Sublot 1 per Lot ² 0 ²403 Mixture Testing Air Voids Va T 312 and R 35 testing 1 per Sublot 1 per Lot ² 0 ²403 Mixture Testing

TSR of the mixture T 283 testing 1 per 10,000 Ton ² 0 ²403 Mixture Testing

testing 1 per 10,000 Ton 1 per Project ² 0403 .5.9. Mixture Testing Moisture Control

Moisture Content T329 Testing. Same time as AC content testing ² ²403 0.12. Surface Prep

Prior to Placement 1 per Day ²

Aggregate gradation and

deleterious control

QA Independent Samples T11, T27 & TM 71, Sec

1004.2

Aggregate properties

Plasticity Index and Moisture Susceptibility

T89 and T90, and T283

Additional testing if above design on fractions >10% passing #30 sieve

% Asphalt Content (Binder)

> 5000 tons

Mixture AC

contentCRE2O

% Asphalt Content (Binder)

> 5000 tons

Asphalt QA Verification

Moisture Control > 100 Tons 1 per Week, 1

per Project min

Plant Temperature

Preparations, Hauling,

Spreading, Compaction.

See Checklist Visual / Measurement

1 per Activity/Day

.5.1, .19.3.

Gradation and Deleterious

Content Control

QC and QA Split Samples

.5.2, .15.4 .19

.3

.5.3, .19.3

.5.4, .19.3

.5.5, .19.3

.5.6., .19.3

Tensile Strength Ratio

1 per 50,000 Tons, 1 per Project min

.5.7., .19.3

Aggregate properties FAA, CAA, clay content, and thin and

elongated particles

AASHTO T304, ASTM D5821, AASHTO T176 &

ASTM D 4791

start up and 1 per Week or if

moisture changes

1 per Week, 1 per Project min

Tack application and Weather Limitations

See Checklist Visual / measurement

DIVISION 400: Flexible Pavements Minimum Frequency QC Documents

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

403 .15. Coring of liftsTM41 / T166 Measurement 1 per Sublot 1 per Lot ²

403 .19.3 Mixture Testing TM20 Binder and Mix temperatures Measurement 1 per Sublot 1 per Day ² 0403 Unconfined Joints T 166 By Random # Testing 1 per Sublot 1 per Lot ² 0 ²403 .19.3 Mixture Testing AASHTO T 164 Testing 1 per Lot 1 per Project ² 0 ²403 .19.3 Mixture Testing VFA T 312 and R 35 Testing 1 per sublot 1 per Lot ² 0 ²403 .19.3 Mixture Testing Rice Test - Gmm T 209 Absorption > than 2.0 % run a Dry-back test Testing 1 per sublot 1 per Lot ² 0 ²403 .20.1 Straightedging 1/8" within 10' Visual prior to opening verify QC ²403 .22.4.1 Lift Thickness

T148 measurement 1 per Lot 1 per Lot ²403 .22.4.1 Roadway

T148 measurement 1 core per 1000' ²Section 407: Tack Coat

407 .2. Material

Emulsified Asphalt Sect 1015 certification 1 per Delivery 1 per Project ²407 .4.1. Construction Visual 1 per activity ²

Section 408: Prime Coat408 .2. Material

Type RC and MC Liquid Asphalt Sec 1015 certification 1 per Delivery 1 per Project ²408 .4.1. Construction Visual 1 per activity ²

Section 409: Seal Coat409 .2.. Material

T11, T27 & TM 71 Sec 1003 Documentation 1 per activity 1 per job ²409 .2.2 Material Asphalt Binder

ASTM D5, AASHTO T301 Certification 1 per shipment 1 per job ²409 Material Pre-coating T164, TM54, T287, T308 Sec 1015 min. 0.5 %, testing 1 per activity 1 per job ²

Pavement Density Core locations by random

#s.

Plant Temperature

.16.1., .19.3

Pavement Testing

AC content of RAP

Voids Filled with Asphalt

Pavement Testing

Average thickness of Density Cores See Checklist

Full Depth Pavement Thickness

See Checklist verify QC 1 per Lot

Surface Prep, Application See Checklist

Surface Prep, Application See Checklist

Aggregate gradation and

deleterious control

.2.3, .5.3.2

DIVISION 400: Flexible Pavements Minimum Frequency QC Documents

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

409 .3.2. Construction Per Mix Design visual 1 per Day ²Section 413: Surface Treatment

413

T 27 & T 11 Documentation 1 per Day 1 per Activity ²²413

visual 1 per mix ²413

Visual 1 per day ²

413certification 1 per shipment 1 per project ²

413 UBAWS

Sec 413.30.6, 413.30.7 testing 1 per 600 Ton 1 per week ² ²

413 .30.2. UBAWS

Sec 413.30.6, 413.30.7 testing NA 1 per Day ² ²413 .30.5.1 UBAWS

1 per Day ²

413 .30.5.4 UBAWS measurement 1 per Day 1 per Week ²² ²413 .30.6.1.2 UBAWS

AASHTO T 287, T 308 testing 1 per 600 Ton 1 per week ² ²413 .30.6.1.2 UBAWS

AASHTO T 287, T 308 testing na 1 per Day ²413 .40.2 Fog Sealing Emulsified Asphalt

Sec 1015 SS-1, SS-1H, CSS-1, CSS-1H Documentation 1 per day 1 per Day ²

Mix, Equipment, and Weather See Checklist

.10.2.1 , .20.2

Microsurfacing and Scrub Seals

Aggregate Gradation Content

ControlProvide Documentation

prior to construction including job mix formula

0..10, .20

Microsurfacing and Scrub Seals

Equipment and Test Review

See Checklist See checklist for microsurfacing and scrub seal

.10.5, .20.4

Microsurfacing and Scrub Seals

Surface conditions ,weather limits and roadway

prep.See Checklist See checklist for microsurfacing and scrub

seal

Microsurfacing and Scrub Seals

Material - Emulsified Asphalt

.30.4.2, .30.6.1.2

Aggregate Gradation and Deleterious QC

and QA Split Samples

T 27, T11, and TM 71

Aggregate Gradation Content

Control QA Independent

Samples

T 27, T11

Weather limitations and

Surface Condition and mix

temperature

See Checklist visual / measurement

Membrane Application Rate See Checklist Polymer Modified Sec

1015Asphalt content QC and QA Split

Samples

Asphalt content QA Independent

Samples

DIVISION 400: Flexible Pavements Minimum Frequency QC Documents

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

413 .40.3 Fog Sealing

1 per activity ²413 Material

M 324, Sec 1057, Sec 1015 1 per shipment 1 per Project ²413

visual 1 per Day ²

Surface Preparation and tack application, See Checklist visual /

documentation

.50, .60, .70, .8

0

Crack Sealing and Crack Filling PAL /

Certification

.50, .60, .70, .8

0

Crack Sealing and Crack Filling

Surface Preparation and

weather limitations See Checklist

DIVISION 500: Rigid Pavements Minimum Frequency QC Documents

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Spec. Additional Reference

Section 501: Concrete501 .2.1 Aggregate

T27 and T11, TM 71, T85 1005 testing 1 per 500 CY ² ² ²

501 .2.1

T27 and T11, TM 71, T85 1005 testing na 1 per Project ² ²

501 .2.1 Aggregate ASTM D4791 testing ²501 .3.8 Consistency

T22, T119, T152, testing 1 per 500 CY ² ² ²

501 .5.. Consistency 1 per activity 1 per project ²501 .3.8

T22, T23 Field Testing ² ²501 .6.3 Concrete Plant Calibrations Calibrated and Certified Annually Document 1 per Year N/A ²501 .6.3 Concrete Plant Verifications

Verify Document N/A ²501 .6.3 Concrete Plant

²501 .8.2 Concrete Plant Uniformity Testing Testing 1 per Year N/A ² ²

Section 502: Concrete Base and Pavement502 .4. Construction

1 per Day ²

502 .5. Construction Joints

visual 1 per activity ²

502 .6. Construction CuringVisual 1 per Activity ² ²

502 .7. Construction Formwork Visual 1 per Activity ²

QC

/QA

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Item Description

Parameter or Procedure

Acceptance Criteria

QC and QA Split samples

Gradations, Deleterious, and

Absorptions

1 per 2500 CY, 1 per project min

Aggregate >500 cy

QA Independent samples

Gradations, Deleterious, and

Absorptions

Thin or Elongated Pieces

1 per source/year

1 per source/year

Compressive Strength

Requirement, Slump and Air

CRE2O

1 from first truckload and 1

per 100 CY thereafter per day per mix

Concrete Small Quantities

visual / certification

Mix Design Verification

28 day cured Cylinders CRE2O

1 per 500 CY, 1 per Mix Design

min1 per Mix Design

1 per year (six months after calibration)

Mixing and Delivery See Checklist Measurement /

Check1 per MoDOT production day

1 per 30 days and minimum 1

per project

See Checklist

Surface Preparation, placing and

finishingSee Checklist visual /

measurement

See Checklist

See Checklist

See Checklist

DIVISION 500: Rigid Pavements Minimum Frequency QC Documents

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Spec. Additional Reference QC

/QA

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Item Description

Parameter or Procedure

Acceptance Criteria

502 .8. Construction Sec 610 Documentation 1 per Project 1 per Project ²502 .9. Construction Opening to Traffic documentation 1 per activity ²502 0.10. Placement

T24, T22, T231, T148 Testing 1 per Sublot 1 per Lot ² ² ² ²502 Material

T27, T11 Testing 1 per 2000 CY ² ² ²

502 Material

T27, T11 Testing N/A 1 per Project ² ²

502 Materials

TM71 Testing ² ² ²

502 Materials

TM71 Testing N/A 1 per 10,000 CY ² ²

502 Materials

Absorption of Coarse Aggregate T85 Testing 1 per 2000 CY ² ² ²

502 Materials

Absorption of Coarse Aggregate T85 Testing N/A 1 per 10,000 CY ² ²

502 Materials

ASTM D4791 + 3/4" Testing 1 per 10,000 CY ² ² ²

502 Materials

ASTM D4791 + 3/4" Testing N/A 1 per Project ² ²

502 Slump

T119 Testing 1 per Day ² ² ² ²

Surface Smoothness See Checklist

See Checklist

Cores for Thickness and

StrengthCRE2O

.11.2.1.1

QC and QA Split Samples- Aggregate Gradations

10% of retained samples

.11.2.1.1

QA Independent Samples- Aggregate Gradations

.11.2.1.2

QC and QA Split Samples-Aggregate Deleterious

1 per 2000 CY, 1 per Day min

10% of retained samples

.11.2.1.2

QA Independent Samples-Aggregate Deleterious

.11.2.1.3

QC and QA Split Samples-Coarse

Aggregate Absorptions

20% of retained samples

.11.2.1.3

QA Independent Samples - Coarse

Aggregate Absorptions

.11.2.1.4

QC and QA Split Samples - Coarse

Aggregate Thin and Elongated

20% of retained samples

.11.2.1.4

QA Independent Samples - Coarse

Aggregate Thin and Elongated

.11.2.2, .11.3.3

Concrete Consistency

CRE2O

1 from first truckload and 1

per 500 CY thereafter, 1 per

day minimum

DIVISION 500: Rigid Pavements Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference QC

/QA

Onl

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Item Description

Parameter or Procedure

Acceptance Criteria

502 Air Content

T152 By random # Testing 1 per Day ² ² ² ²

502 .11.5stick readings random location Measurement 1 per 7500 SY 1 per 30000 SY ²

Section 503: Approach Slab503 .2. Material Concrete

Paving or B1 concrete testing Sec 501 Sec 501 ² ²503 .3. Material Aggregate Base density and material 1007 testing/ visual Sec 304 Sec 304 ²503 .3. Construction Placement Sec 703, Sec 706, Sec 502, Sec 1055 visual 1 per activity ²

Section 504: Concrete Approach Pavement504 .2. Material Concrete

Paving or B1 concrete testing Sec 501 Sec 501 ² ²504 .3. Material Aggregate Base density and material 1007 testing/ visual Sec 304 Sec 304 ²504 .3. Construction Placement Sec 304, Sec 503, Sec 609 visual 1 per activity ²

Section 505: Bridge Deck Concrete Wearing Surface505 Material

See 501 1005 Sec 501 Sec 501 ² ²505 Consistency

ASSHTO T119 T152 and T121 Testing 1 per 2 Hours 1 per day ² ² ²505

T22,T23 28 Day Cure Testing 1 per project ² ²505 Construction

T22,T23 Field Cure Testing 1 per pour 1 per project ² ²505 In Place Density Density

Modot TM 36 Testing 1 per activity ² ²505 Construction Placement 1 per pour ²

Section 506: Concrete Overlays for Pavements506 Materials

See 502 Testing Sec 502 Sec 502 ² ²

.11.2.3, .11.3.3

Concrete Consistency

CRE2O

1 from first truckload and 1

per 500 CY thereafter, 1 per

day minimum

Placement < 8" Pavement Thickness

See Checklist

See Checklist

.10, .20, .30., .40.

Concrete Mixture and Components

.10, .20, .30., .40.

Slump, Air Content, Unit

Weight

.10, .20, .30., .40.

Design Verification

28 day cured Cylinders 1 per 500 YD /

Mix

.10, .20, .30., .40.

Compressive Strength

Requirement.10, .20, .30., .40.

1 per 100 SY, 3 per Continuous

Pour Min.10, .20, .30., .40. See Inspection Checklist visual /

measurement

.20. , .30.

Concrete Mixture and Components

DIVISION 500: Rigid Pavements Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference QC

/QA

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Item Description

Parameter or Procedure

Acceptance Criteria

506 Construction

Sec 502 ²

506 0.10. Placement Testing Sec 502 Sec 502 ² ²506 Air and Slump

Testing Sec 502 Sec 502 ² ² ²506 .20. Placement Interlayer

Visual 1 per activity ²506 .20. Construction Profile

Establish field profile Document 1 per project ²Section 507: Strength of Concrete using Maturity Method

507 .1. Construction ProfileProvide necessary information if used Document 1 per project ²

.20. , .30.

Placement, Joints, Curing, Formwork, Smoothness, and Opening to Traffic See Inspection Checklist visual /

measurement

Cores for Thickness and

Strength

See Inspection Checklist

.11.2.2, .11.3.3

Concrete Consistency See Inspection Checklist

See Inspection Checklist

DIVISION 600: Incidental Construction Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference

Section 602: Markers602 .3... Construction Visual ²

Section 603: Water Line Installation603 .2... Document 1 per Activity ²

Section 604: Miscellaneous Drainage604 Materials Concrete for CIP Class B, See Sec 501 and Sec 703. Visual/ Testing 1 per Activity ² ²604 .10.3.1 Construction

Sec 706, 206, 1030, 726, 501 Visual 1 per project ²604 .60.3.2

Visual / Testing ²Section 605: Underdrainage

605 .2... Materials Aggregates 1009, Porous Backfill T27 Testing 1 per Activity 1 per project ²605 Construction Visual 1 per Activity ²605 materials Concrete for CIP See 501 Testing 1 per Activity 1 per project ² ²

Section 606: Guardrail, Crashworthy End Terminals, One-Strand Access Restraint Cable and Three-Strand Guard Cable606 Materials Concrete

Sec 501 Testing 1 per Installation 1 per Installation ² ²606 .3.1 Construction

Visual ²606 .3.1.2 Construction Measurement ²

Section 607: Fencing607 .10.2 Materials Concrete

Concrete class B or Commercial per 501 1 per Activity 1 per project ² ²607 Construction

Visual ²Section 608: Concrete Median, Median Strip, Sidewalk, Curb Ramps, Steps and Paved Approaches

608 Materials Concrete T22 Testing for Compressive Strength Testing 1 per 100 CY 1 per 500 CY ² ²All other 501 tests Testing See 501 See 501 ² ²

608 .3.1 Construction Misc Visual ²Section 609: Paved Drainage

Item Description

Parameter or Procedure

Acceptance Criteria

See Checklist Posts driven as per Section 903

1 per Day /Installation

Construction Requirements See Checklist if MoDOT inspectedBackfill per Sec 726, Concrete per Sec

501

.10.2 .40.2

1 per Day /Activity

Misc Drainage items and methods

See Checklist 1 per Day /Activity

Construction Slotted Drains

Orientation and Bedding See Checklist 726, 609.10,

10511 per Day /Activity

Misc Underdrainage See Checklist See Sec 203, 501, 605.6, 1013 and

Standard Drawings 605.x

.2. , .2.1 , .2.2 Concrete place per 703 and Cold Weather

Plan

Guardrail, End Treatments,

Cables See Checklist Sec 502, 703, 1080, 1065, and Standard Drawings 606.x

1 per Day /Installation

Slope Requirements See Checklist 1 per Day

/Installation

Testing/ Certification

Chain Link and woven wire

fencingSee Checklist See Sec 501, 903.3.1.2 and Standard

Drawing 607.x1 per Day

/Installation

Sec 501-Concrete place per 703 and Cold Weather

Plan

See Checklist Sec 209, 502, 703, 706, and Standard Drawings 608.x

1 per Day /Installation

DIVISION 600: Incidental Construction Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

609 .10.2 Materials Concrete Sec 501 Class B or Pavement Concrete per 501 testing 1 per Day 1 per Activity ² ²609 Materials Asphalt Curbs 1002, 1015 401, 403 Testing 1 per project ² ²609 Construction Visual ²609 .10.3.1 Construction Rock Ditch Liner Standard Drawing 609.x Visual ²609 Materials Sec 611 Visual 1 per Activity 1 per project ²

Section 610: Pavement Smoothness610 .10.1 Description See Sec 401, 403, 502, 506, Testing ²610 .2... Materials AASHTO M 328 MoDOT TM-59 Testing 10% of QC ²610 .4... Construction Sec 610 Testing ²

Section 611: Embankment Protection611 .30.2 Materials Rock Visual 1 per day 1 per Activity ²611 .30.2 Materials See Sec 703 1 per Activity 1 per project ² ²611 .30.3 Construction

Visual ²611 .30.3 Construction Gabion Wall per plan Visual ²611 .30.2 Materials

per plan Visual 1 per project ²Section 612: Impact Attenuators

612 MaterialsCertification 1 per Shipment 1 per project ²

612 .4.1 Construction Sand Barrels Standard Drawing 612.x Visual 1 per Day ²

Section 613: Pavement Repairs613 .2... Materials Concrete 502, 1 per project ² ²613 .3, .10 Construction

visual 1 per day ²613 Construction

See plan and Standard Drawing 613.x visual 1 per day ²Section 614: Drainage Fittings

.30.2, .30.3

1 per Day /Installation

.10.3.1, .10.3.4

Curbs, Gutters, and Drain Basins See Checklist See Sec 401, 403, 502, 604, 703, 725,

Standard Drawing 609.x1 per Day

/Installation

See Checklist 1 per Day /Installation

.70.2, .70.3

Bedding and Rock Liner

Pavement Smoothness See Checklist 1 per Day

/Installation Pavement

Smoothness1 per Day

/Installation Pavement

Smoothness See Checklist 1 per Day /Installation

Concrete for Slope Projection

Class B per 501

testing / certification

Rock Blanket, Revetment,

Concrete Slope Protection

See Checklist See Sec 501, 703, Standard Drawing 611.x

1 per Day /Activity

See Checklist 1 per Day /Activity

Rock for Gabion Baskets

1 per Day /Activity

.2.2, .2.3

Sand Barrels, TMAs

FS-612 Table 1 of Prequalified List, 1005,

1042, 1063

Per MUTCD with manufacturer's certification NCHRP 350

See Checklist

testing / certification

1 per Day /Installation

Full Depth and Partial Repairs See Checklist Sec 202, 210, 304, 502, 622, 623,

Standard Drawing 613.x

Dowel Bar Retrofit and Cross-

stitchingSee Checklist

DIVISION 600: Incidental Construction Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

614 .30.3 Construction Misc.See Standard Drawing 614.x Visual ²

Section 616: Temporary Traffic Control616 Material misc NCHRP350 compliance certification 1 per Delivery 1 per project ²616 Construction Misc. Sec 107.5, 902, Plans and TCP Visual ²

Section 617: Concrete Traffic Barrier617 .10.3.1 Materials Concrete B / air or B1 / air 4,000 psi Section 501 Testing 1 per day 1 per activity ²

MaterialsSec 1064 Certification 1 per shipment 1 per project ²

617 .10.3.1 ConstructionVisual 1 per installation ²

Section 619: Pavement Edge Treatment619 .2... Material Misc. Granular Approved material Visual 1 per Installation 1 per project ²619 .3... Construction Edge Treatment

Standard Drawing 619.x Visual ²Section 620: Pavement Marking

620 ConstructionSee Standard Drawing 620.x 1 per Installation ²

620 ConstructionSec 409, 413, Standard Drawing 620.x 1 per Installation ²Section 621: Flowable Backfill

621 Materials misc. components Per 1005, 1018, 1019, 1054, 1070 1 per project ²621 .3.1 Materials Mixture Strength and consistency Testing 1 per project ²621 .4.1 Construction Flowable Fill Visual ²

Section 622: Pavement and Bridge Surface Removal and Texturing622 .2... Construction Cold milling See Sec 620 ²622 .2... Construction See Sec 502 ²

Section 623: Concrete Bonding Compound, Epoxy Mortar and Epoxy Polymer Concrete Overlay

See Checklist 1 per Day /Installation

See Sec 1063 and MUTCD

See Checklist 1 per Day /Installation

Precast Temporary Barrier

Temporary and Permanent

Concrete BarrierSee Checklist Section 501, 502, 703, Standard drawing

617.x

See Checklist 1 per Day /Installation

Permanent Marking See Checklist Visual /

Measurement

Temporary Marking See Checklist Visual /

measurement

.2.1, .2.2

Qualified List - testing

1 per Day /Activity

1 per Day /Activity

See Checklist 1 per Day /Activity

See Checklist Visual/ measurement

1 per Day /Activity

Diamond Grinding See Checklist Visual/

measurement1 per Day /Activity

DIVISION 600: Incidental Construction Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

623 .10.3.1 Construction

²

623 .20.2Section 1039 1 per Installation 1 per project ²

623 .20.3.1 Construction ²Section 624: Geotextile Construction

624 .3... Geotextile plans visual 1 per Installation ²Section 625: Slab Stabilization

625 ConstructionTM64, Sec 501 1 per Installation ²

Section 626: Rumble Stripes626 .2... Construction Rumble Stripes

disposal Sec 622 1 per 1000' ²Section 627: Contractor Surveying and Staking

627 .2... Constructionvisual 1 per Installation ²

Bonded Concrete, polymer concrete and Epoxy Mortar See Checklist Visual /

Measurement1 per Day /Activity

Materials For epoxy mortar

Sand and aggregates

Certification/ QPL

Epoxy Polymer Overlay See Checklist Visual /

Measurement1 per Day /Activity

Construction Requirements See checklist

Slab Undersealing and Jacking See Checklist Visual/

measurement

see Checklist Visual/ measurement

Contractor Surveying and

StakingSee Checklist

DIVISION 700: Structures Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference

Section 701: Drilled Shafts701 2 Documentation 1 per Structure ²701 .3.. Material See Sec 501 test See 501 See 501 ² ²701 .3.1 Concrete mixture

Use B2, see Sec 501 testing 1 per 500 CY ² ²

701 .3.2.. Casing1 per shaft ²

701 .3.2.6 Casing Welding Procedures Sec 1080 documentation 1 per each 1 per project ²701 .3.3.3 Slurry

Preapproval for slurry. 1 per structure ²

701 .4.. Construction1 per Each Shaft ²

701 .4.10.3 1 per Each Shaft ²701 .4.1.1.

1 per Each Shaft ²701 .4.11.1

Documentation 1 per Each Shaft ²

701 .4.12 Visual 1 per Each Shaft ²701 .4.13.1

General Conditions 1 per Each Shaft ²

701 .4.1.7document 1 per Each Shaft ²

701 .4.17.1Coring Only when needed Visual ²

701 .5..If required by contract. ²

Section 702: Load Bearing Piles702 .2.1 Material

see Sec 501 Testing See 501 See 501 ² ²

Item Description

Parameter or Procedure

Acceptance Criteria

Preconstruction Submittals See Checklist Submitted 30 days in

advanceConcrete

Aggregates

Air, Slump, Cylinders

1 from first truckload and 1

per 100 CY thereafter per pour per day

Condition and Properly Sized See Checklist Visual /

Measurement

Approval, Preparation, control tests, and sampling

See Checklist Visual / Documentation

Sequence, Methods, Time

LimitationsSee Checklist Visual/

Measurement

Excavation Inspection

Television Camera Inspection See Checklist Visual /

DocumentationExcavation Inspection

Rock Socket Foundation Inspection

See Checklist Visual / Documentation

Log and Cores of Excavated Material

For shale, sand, or siltstone See Checklist

Reinforcing Cage and Spacers

Fabrication and Placement See Checklist

Concrete Placement

See Checklist Visual / Measurement

Integrity Inspection Crosshole Sonic

Log testing See Checklist

Integrity Inspection See Checklist 1 per each

occurrenceDrilled Shaft Load Tests

Visual / Measurement

1 per each occurrence

Concrete Aggregates

DIVISION 700: Structures Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

702 .2.2 Concrete mixture

see Sec 501 testing 1 per 500 CY ² ²

702 .3.1 Construction Installation 1 per Each Shaft ²702 .4.2 Construction Equipment 1 per Pile ²

Section 703: Concrete Masonry Construction703 Material

see Sec 501 Testing See 501 See 501 ² ²703 .3.1 Concrete mixture

see Sec 501 testing 1 per 500 CY ² ²

703 .3.1 Construction Visual 1 per pour ²703 .3.1 Construction Curing or Sealing 1 per pour ²703 Construction Joint Placement Visual 1 per pour ²703 .3.6.1.5

Documentation 1 per activity ²703 .3.9 Construction

Measurement 1 per pour ²703 .3.1.1

surface condition Visual 1 per pour ²703 .3.1.1 Visual 1 per structure ²

Section 704: Concrete Masonry Repair704 .2. Material

see Sec 501 Testing See 501 See 501 ² ²704 .2. Concrete mixture see Sec 501 testing 1 per pour/day 1 per 500 CY ² ²704 Construction If Concrete See 501 Testing ²704 Construction Substructure Repair If Concrete See 501 Testing ²704 Construction Epoxy Sealing Visual ²

Section 705: Prestress Members

Air, Slump, Cylinders

1 from first truckload and 1

per 100 CY thereafter per pour per day

See Checklist Visual/ Measurement

See Checklist Visual / Measurement

.2.0, .2.1 Concrete

Aggregates

Air, Slump, Cylinders

1 from first truckload and 1

per 100 CY thereafter per pour per day

Forms, Placement, Finishing See Checklist

See Checklist Visual / measurement

.3.4, .3.4.1 See Checklist

Opening to Traffic

Construction or Public See Checklist

Temperature Control and Limitations

See Checklist

Extending/ Widening Structures

See Checklist

Stenciling ID Numbers See checklist

Concrete Aggregates

Air, Slump, Cylinders

Superstructure Repairs See Checklist 1 per Activity, 1

per Day min

See Checklist 1 per Activity, 1 per Day min

See Checklist 1 per Activity, 1 per Day min

DIVISION 700: Structures Minimum Frequency QC Documents

Contractor QC MoDOT QA

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Spec. Additional Reference Item Description

Parameter or Procedure

Acceptance Criteria

705 .4. Construction Visual ²Section 706: Reinforcing Steel for Concrete Structures

706 .3.1

Visual 1 per shipment ²

Section 707: Conduit System on Structures707 .3.1 Construction Conduit Systems Visual 1 per Structure ²

Section 710: Epoxy Coated Reinforcing Steel710 .3.1

Visual 1 per shipment ²

Section 711: Protective Coatings for Exposed Concrete Surfaces711 .3.1 Construction Protective Coatings Random dry film thickness 1 per structure ²

Section 712: Structural Steel Construction712 .5.1

Visual / Testing ²712 .5.1 Construction

Field Welding See Sec 1080 Documentation 1 per Structure ²Section 713: Thrie Beam for Bridge Guardrail

713 .3.Visual ²

Section 715: Vertical Drain at End Bents715 .3.1 Vertical Drain Visual 1 per Activity ²

Section 716: Neoprene Bearings716 .10.2

Construction Neoprene Bearings Per Sec 1038 Check dimensions per plan documentation 1 per Shipment 1 per project ²Section 717: Neoprene and Silicone Joint Systems

717 .30.3 Joint Systems Visual 1 per Joint ²Section 720: MSE Wall Systems

720 .2., .2.5. Material

Concrete Mixtures see Sec 501 testing 1 per 500 CY ² ²

720 .2.. Material Per 1010, Resistivity (if metal straps). 1 per product 1 per project ² ²

Handling and Erection See Checklist 1 per Activity, 1

per Day min

Construction Requirements Verification,

Handling and Storage of

Reinforcing Steel

See ChecklistIncoming PAL material should be inspected for

disposition remarks

See Checklist

Construction Requirements

Verification, Handling and

Storage of Epoxy Rebar

See ChecklistIncoming PAL material should be inspected for

disposition remarks

See Checklist Visual / Measurement

Structural Steel Construction

Erection, Bolt Tightening, Finishing

See Checklists 1 per Activity, 1 per Day min

Welder qualifications on file. Contractor developed Checklist based off contract

documents.

Construction Requirements Thrie Beam; Bridge

Guardrail See Checklist 1 per Activity, 1 per Day min

Construction Requirements See Checklist

Construction Requirements See Checklist Barrier wall joint checklist

rate: 1 per structure

Class B or B1. Air entrainment for coping

1 from first truckload and 1

per 100 CY thereafter per pour per day

Select Granular Backfill

Testing / Certification

DIVISION 700: Structures Minimum Frequency QC Documents

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Parameter or Procedure

Acceptance Criteria

720 .2.4 Material Gradation D or E from Sec 1005, T27 Testing 1 per product 1 per project ²720 .4.1.1 Construction Wall Systems Measurement 1 per day ²720 .4.2.2 Material

Sec 1052 May be stamped by District Materials 1 per shipment 1 per project ²Section 724: Pipe Culverts

724 Construction

visual / testing 1 per location 1 per project ² ² ²

724 .2.3 Constructiontesting 1 per location 1 per project ²

Section 725: Metal Pipe and Pipe Arch Culverts725 .3.1 Construction Repairs Visual 1 per location ²725 .3.1 Construction Installation See Sec 724 1 per Installation ² ²725 .3.2.1 Material Soil Conditions Testing of soil to allow choice of metal testing 1 per project 1 per project ²

Section 726: Rigid Pipe Culverts726 .3.1 Construction

Installation See Sec 724 1 per Installation ² ²

Section 727: Structural Plate Pipe and Plate Pipe-Arch Culverts727 .3.1 Construction

Installation 1 per Pipe ²

Section 730: Thermoplastic Pipe Culverts730 .3.1 Construction Installation See Sec 724 1 per Installation ² ²

Section 731: Precast Reinforced Concrete Manholes and Drop Inlets731 .2.2 Materials Footing Concrete Sec 501 1 per shipment 1 per project ² ²731 .3.1 Construction visual / testing 1 per day ²

Section 732: Flared End Section732 .2.2 Materials Testing 1 per project ² ²732 .3.1 Construction installation Visual 1 per day ²

Section 733: Precast Concrete Box Culverts733 .3.1 Construction visual / testing 1 per day ²

Unit Fill Small Block Walls

See Checklist

Precast Panels and Coping

Visual / Measurement

.2.2 - .2.3 Installation of all

types See Checklist

Post Installation Performance

InspectionSee Checklist

See Checklist

See Checklist Visual, Level, Measurement

See Checklist Visual, Level, Measurement

Contractor developed Checklist based off contract documents.

Visual / Measurement

See Checklist Visual, Level, Measurement

Air entrainment not required

Visual / Measurement

Installation and backfilling See Checklist

Cast in place Concrete

Cast-in-place toe walls constructed of Class B, B-1 per section 501

Air entrainment not required. Cured per Sec

703

1 per 100 CY/pour/day

See Checklist

Installation and backfilling See Checklist

DIVISION 700: Structures Minimum Frequency QC Documents

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Parameter or Procedure

Acceptance Criteria

Section 734: Installation of Pipe by Horizontal Boring Methods734 .3.2. misc. Contractor developed Checklist based off contract documents. Visual 1 per structure ²

Section 735: Culvert Lining735 .3. Construction Installation 1 per Pipe Liner ²

Construction requirements

See Checklist visual / measurement

DIVISION 800: Roadside Development Minimum Frequency QC Documents

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Spec. Additional Reference

Section 801: Lime and Fertilizer801 .4 Line and Fertilizer

Measurement 1 per Activity ²Section 802: Mulching

802 .3Apply within 24 hours of seeding Measurement 1 per Activity ²

802 .3Measurement 1 per Activity ²

Section 803: Sodding803 .3 Sodding Construction

visual 1 per Activity ²Section 804: Topsoil

804 .2Free of Objectionable Material 1 per Activity ²

Section 805: Seeding805 .3.1 Construction Seed Application See Sec 801 1 per Activity ²805 .4 Construction

visual 2 per Activity ²Section 806: Pollution, Erosion and Sediment Control

806 .4Visual 1 per activity ²

806 .4Visual ²

Section 808: Trees, Shrubs, and Other Plants808 .3

Visual 1 per Activity ²

Item Description

Parameter or Procedure

Acceptance Criteria

Construction Requirements See Checklist

Construction Requirements

Mulch Application See Checklist

Construction Requirements

Overspray Application

See Checklist

See Checklist

Construction Requirements

Topsoil

Source Approved by Engineer

Visual / Measurement

See Checklist Visual / Measurement

Growth Acceptance

See Checklist Activity is an "representative

area"

Construction Installation

Poll, Erosion, Sediment Control Current SWPP, EPG, and applicable

permits See Checklist

Construction Maintenance

Poll, Erosion, Sediment Control Current SWPP, EPG, and applicable

permitsErosion Control Inspection

Form1 per Week/

Rainfall Event1 per Week/

Rainfall Event

Construction requirements

Planting and Maintenance See Checklist

DIVISION 900: Traffic Control Facilities Minimum Frequency QC Documents

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Spec. Additional Reference

Section 901: Highway Lighting901 .3.2 Materials Concrete Per Plan and Sec 501 Test first load visual / test 1 per day 1 per 500 CY ² ²901 .4. Construction Misc Lighting Test Period for performance visual 1 per circuit ²

Section 902: Traffic Signals902 Materials Concrete Per Plan and Sec 501 Test first load visual / test 1 per day 1 per 500 CY ² ²902 .4.5 Construction Test Period for performance visual 1 per circuit ²

Section 903: Highway Signing903 .2.4 Materials Concrete Per Plan and Sec 501 Test first load visual / test 1 per day 1 per 500 CY ² ²903 .2.5 Construction Roadside Signs PSST, Pipe, and Structural Posts 1 per day ²903 .2.5 Construction Overhead Signs Tubular supports and truss supports 1 per structure ²

Item Description

Parameter or Procedure

Acceptance Criteria

See Checklist

Misc Signal material See Checklist

See Checklist visual / Measurement

See Checklist visual / Measurement

JSP

I.T.S.Class B, Sec 501, 703

I.T.S. CCTV FoundationClass B, Sec 501, 703

I.T.S.

I.T.S. DMS Sign StructureAWS D1.2

I.T.S. Conduit SystemsType of system as shown on plans

I.T.S. Conduit Systems

I.T.S. Conduit Systems

I.T.S. Conduit SystemsFill void between drilled hole and conduit

I.T.S. Fiber Optic CableAs shown on plans

I.T.S. Fiber Optic Cable

I.T.S. Fiber Optic Cable

I.T.S.Test Result Documentation

I.T.S. Equipment CabinetsAs shown on plans

I.T.S. CAT 5E CableAs shown on plans

I.T.S.As shown on plans

I.T.S. DMS AssemblyAs shown on plans

I.T.S.As shown on plans

Intelligent Traffic

SystemDynamic Message Sign

Footing

Drilled Shafts for CCTV & DMS Structures

Sec 701 except 701.4.10.3 thru 701.4.11.4, 701.6.4, 701.6.5, 701.7.5 & 701.7.6

Orange for Communication, Black for Power, Meet Spec. 1060

10% of slurry mix shall be of a high grade Bentinite

Access cable of 20' in intermediate pb, 30' at cabinet

Secure splices, separate tray for each buffer tube

Fiber Optic Cable Acceptance Testing

Communication Equipment

CCTV Camera Assembly

Sec. 706, 712 lab report 1 per 50yds ²Sec. 706, 712 lab report 1 per 50yds ²

visual Per Foundation ²ASTM's for sign posts Per Shipment ²

visual Per Trench Line ²visual Per Trench Line ²visual Per Trench Line ²

Backfill exposed area to grade visual Per Trench Line ²Spec 1092 ² ²

visual ²visual ²

report ² ² ²

²Per DMS Structure ²Per CCTV Structure ²

(1) per 500 CY

(1) per 500 CY

Verify completion

certificate of compliance/mill Test Reports

Verify certification

Submit shop drawing detail for support system

Verify completion

Install tracer wire, pull rope, marking tape

Verify completion

Verify completion

Verify completion

certificate of compliance

Per Completed Fiber run between Cabinets

Verify certification

Label cable, fill used conduits to prevent water entry

Per Completed Fiber run between Cabinets

Verfiy completion

Fusion splice w/ LID or HDCM system

Per Completed Fiber run between Cabinets

Verify completion

Per Completed Fiber run between Cabinets

Verify test data

certificate of compliance

Per Completed Fiber run between Cabinets

Verify certification

certificate of compliance

Per Completed Fiber run between Cabinets

Verify certification

certificate of compliance/visual

Per Completed Fiber run between Cabinets

Verify certification

certificate of compliance/visual

Verify certification

certificate of compliance/visual

Verify certification

²²

²

²

²