600 flexible pavement

600Flexible Pavement

601 ASPHALT APPLICATION TEMPERATURES

602 HOT MIX ASPHALT (HMA) CONSTRUCTIONHMA Base (*)(**)(***) 602 - 1HMA Surface (*)(**)(***) 602 - 1HMA Overlay (*)(**)(***) 602 - 1HMA Pavement (#)(##) 602 - 4HMA Pavement (#)Shoulder 602 - 4Emulsified Asphalt (****) 602 - 6Asphalt Core (Set Price) 602 - 7Material for HMA Patching (Set Price) 602 - 8Quality Control Testing (HMA) 602 - 9

Field Templates% RAP check 602 - AScale Balance to Zero Checks 602 - BPlatform Scale Checks 602 - CTruck Tare Weights 602 - DPl t C l I ti 602 E

Plate

Plant Console Inspection 602 - EDuring Production % Individual Inspections 602 - FTest Result-Required Lot Testing (Contr. & KDOT) 602 - GMiscellaneous Tests (KDOT/Contractor) 602 - HRequired Gradation Tests (KDOT/Contractor) 602 - IPG (*) Received, Used 602 - JPG (*) Stab Record 602 - KEnd of Day Totals from Control House 602 - LEnd of Day % Individual Analysis 602 - MEnd of Day Totalizer Analysis 602 - NEnd of Day Analysis of Cold Feed Agg Feed System Operation 602 - OEnd of Day Analysis of Oil Meter System Operation 602 - PDaily Plant Quantities 602 - QIncentive for Air Voids 602 - RAnti-Strip Received/Used 602 - SAnti-Strip Meter Calibration 602 - TField Office & Lab (Type A) 602 - UField Office & Lab (Type A) Specs 602 - VLab Equipment Calibrations 602 - WCMS Mix Designs Information 602 - XNuclear Density Calibration 602 - YRecap of Correction Factors 602 - Z


PlateNuclear Density Readings 602 - AAIncentive for Density 602 - BBCompaction Foreman 602 - CCPlant Mix Laydown Recap 602 - DDAsphalt Cement (*) Received & Used 602 - EEDistributor Log for (Tack), (Prime) or (Seal) 602 - FF

603 ASPHALT PAVEMENT SMOOTHNESSRecord of Asphalt Pavement Smoothness 603 - 1

Field TemplatesRecap of Asphalt Pavement Smoothness 603 - ARecap of Bumps 603 - B

604 COLD RECYCLED ASPHALT CONSTRUCTION (CIR)Cold Recycled Asphalt Material 604 - 1Lime (Hydrated)(Slurry) 604 - 2Emulsified Asphalt (CSS)(Special) 604 - 3E l ifi d A h lt (CSS 1H SS 1H) C (S t P i ) 604 4Emulsified Asphalt (CSS-1H or SS-1H) Cure (Set Price) 604 - 4Blotter Sand 604 - 5

Field TemplatesChecks of Actual Rap vs Theo Rap (Depth) 604 - AEmulsified Asphalt (CSS) (Special) 604 - BDistributor Log 604 - CCold Recycle Train Meter Reading Checks 604 DLime Slurry Received & Slacking 604 - E

605 SURFACE RECYCLED ASPHALT CONSTRUCTIONSurface Recycling (*) 605 - 1Asphalt Rejuvenating Agent 605 - 2

Field TemplatesAsphalt Rejuvenating Agent Received & Used 605 - ASurface Recycle Asphalt Depth Checks 605 - B

606 MICROSURFACINGAggregate for Microsurfacing 606 - 1Emulsified Asphalt (*) (Modified) 606 - 2Mineral Filler 606 - 2


Plate

607 ASPHALT PRIME COATMineral Filler 606 - 2Cutback Asphalt (*) 606 - 2

608 ASPHALT SEALINGCover Material (*) 608 - 1Cutback Asphalt (*) 606 - 2Emulsified Asphalt (*) 606 - 2Asphalt Cement (*) 606 - 2Water (Flexible Pavement) (Set Price) 608 - 5Manipulation (Asphalt Seal) 608 - 6

609 SINGLE ASPHALT SURFACE TREATMENTCover Material (*) 608 - 1Cutback Asphalt (*) 606 - 2Emulsified Asphalt (*) 606 - 2A h lt C t (*) 606 2Asphalt Cement (*) 606 - 2Water (Flexible Pavement) (Set Price) 608 - 5Manipulation (S.A.S.T.) 608 - 6

610 DOUBLE ASPHALT SURFACE TREATMENTCover Material (*) 608 - 1Cutback Asphalt (*) 606 - 2Emulsified Asphalt (*) 606 - 2Asphalt Cement (*) 606 - 2Water (Flexible Pavement) (Set Price) 608 - 5Manipulation (D.A.S.T.) 608 - 6

611 HOT MIX ASPHALT (HMA)-COMMERCIAL GRADEHMA-Commercial Grade (Class*) 611 - 1HMA-Commercial Grade (Class*)(Patching) 611 - 1

612 MILLINGMilling 612 - 1

Column Width: 8.43 Row Height: 17.25

Line #

Accum. Tons Accum. Pay Accum.

Date Side Tons Tons Wasted Wasted Tons Pay Tons Remarks Insp.

Recap of HMA (*) (**) (***)

Station To Station

Plan Quantity

This template may also be used for: HMA

602-1

* Surface or Base

** Grade of Material


Line #

Avg. Pay Accum.

Date Side Lin.Ft. Width Sq. Yds. Sq. Yds. Insp.

Plan Quantity

Station To Station

* Thickness

Recap of HMA Pavement (*) (**)

Remarks

602-4

**Type of surface course HMA mixture

This template may also be used for the Bid Item HMA Pavement (*) Shoulder


Line # Pay Accum.

Date Side Tons Pay Tons Insp.

Recap of Emulsified Asphalt (*)

RemarksStation To Station

Plan Quantity

602-6 *Designated Type and Grade


Plan Quantity

Line #

Accum.

Date Station Side Each Each Insp.

Recap of Asphalt Core (Set Price)

Remarks

602-7


Plan Quantity

Line #

Date Side/Lane Tons Acc Tons Insp.

Recap of Material for HMA Patching (Set Price)

MeasurementsSta. to Sta.

602-8


Plan Quantity

Line #

Accum

Date Tons Tons ID # Insp.

Recap of Quality Control Testing (HMA)

RemarksTester's Name

602-9


Date Time Begin End Diff Beg End Diff % RAP Contract Diff Insp.

RAP RAP RAP AGG AGG AGG %

% RAP Check

602A


Date Serial Time Scale Platform

Number Balance Condition Insp.

SCALE BALANCE TO ZERO CHECKS (To Be Done each day before work starts and at least twice during the day)

Remarks

602B


Date Serial Time Scale Actual

Number Weight Weight Pounds Percent

Com/Ck Check Diff Variation Insp.

Platform Scale Checks (to be done twice a week)

Remarks

602C


Date Truck Tare Driver

Number Time Weight On/Off Insp.

Truck Tare Weights (to de done twice a day)

Remarks

602D


Date

Mix

Mix Design

Theo % Asph

% Asph Plant Setting

Asph Dial Temp (F)

Asphalt Chart Temp

Mix Temp

Agg 1 Setting

Agg 1% Moist

Agg 2 Setting

Plant Console Inspection

Agg 2 % Moist

Agg 3 Setting

Agg 3 % Moist

Agg 4 Setting

Agg 4% Moist

Agg 5 Setting

Agg 5% Moist

% RAP Setting

% RAP moist

Insp.

602E


Agg 1 % from Mix Design




During Production % Individual Inspections

% Calculation

% Calculation

% Calculation

% Calculation

Date

Insp.

602F


Line #

Date Lot # Gmm % VA % AC %VMA VFA D/B Remarks Insp.

Test Result-Required Lot Testing (Contr. & KDOT)

KDOT/Contractor

602G


KT-31 Coarse Aggr. Angularity Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date

Contr. (1/Lot)

KDOT (1/10,000 ton or weekly)

KT-50 Uncompacted Voids-FA

Contr. (1st Lot, 1/10,000 ton)

KDOT (1/project)

KT-11 % Moist In. Mix

Contr. (1/Lot)

KDOT (1/project)

KT-11 % Moist. In Virgin Aggr.

Miscellaneous Tests (KDOT/Contractor)

Contr. (1/Lot)

KDOT (1/project)

KT-10 P.I. of Mineral Filler

Contr. (1/250 Ton)

KDOT (1/project)

KT-55 Sand Equivalent

Contr. (1/Lot)

KDOT (1/project)

KT-56 Modified Lottman

Contr.(1st lot, weekly)

KDOT (Dist.-1/project)

KT-57 Binder Content of Rap

Contr. (1/1,000 Ton)

KDOT (1/project)

Insp.

602H


KT-34 RAP Gradation (after ignition) Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date Lot/Date

Contr. (1,1000 Ton)

KDOT (1/project)

KT-2 Individual Gradation

Aggr Type % of Mix

Contr. (1/1000 Ton)

KDOT (1/project)

Aggr Type % of Mix

Contr. (1/1000 Ton)

KDOT (1/project)

Require'd Gradation Tests (KDOT/Contractor)

Aggr Type % of Mix

Contr. (1/1000 Ton)

KDOT (1/project)

Aggr Type % of Mix

Contr. (1/1000 Ton)

KDOT (1/project)

Aggr Type % of Mix

Contr. (1/1000 Ton)

KDOT (1/project)

Insp.

602I


Line #

Date Ticket # Ticket Lbs/Gal Sp. Gr. Tons Accum Sample Tons Accum Insp.

Gallons Rec'd Rec'd (Y/N) Used Used

PG (*) Rec'd/Used Plan Quantity

602J (*) Represents Grade


Line #

Date Tank # Stab Temp Corr Corr Gals

Gallons (F) Factor at 60 Tons Insp.Remarks

PG (*) Stab Record Plan Quantity

602K

(*) Represents Grade Type


Date Total Agg Agg #1 Agg #2 Agg #3 Agg #4 Anti-Strip RAP Oil Meter Total Ticket Tons Insp.

End of Day Totals from Control House

602L


End of Day % Individual Analysis

Date Agg #1 % Agg #2 % Agg #3 % Agg #4% Agg #5% RAP% Anti % Binder% Insp.

602M


TO BE REVIEWED BY KDOT & CONTRACTOR BEFORE PLANT STARTS THE FOLLOWING DAY.

Total Tons Oil Through Oil Meter

Total Tons RAP from Weigh Belt

Total Mix Tons from Tickets

Total Oil Used by Stab (Tons)

Total Dry Aggregate by Tickets

% Difference of Aggregate (Belt vs Ticket)

End of Day Totalizer Analysis (Inspector & Contractor Review)

Total Dry Aggregate over Weigh Belt

Date

Oil Meter Reading (Tons)

Total Tons Oil used according to Stab

% Difference

Oil % by Stab

Oil % by Meter

Oil % by Burnoff

% RAP by Mix Design

% RAP in Mix from Weigh Belt

% RAP from Scale Mix Tickets

% Difference between Weigh Belt & Scale

Insp.

602N


Date Totalizer Accum Ticket Stab Tons Dry Tons Daily Project Insp.

Dry Tons Dry Tons Wet Tons Binder (Ticket) Variance Variance

End of Day Analysis of Cold Feed Agg Feed System Operation

Remarks

602O


Date Stab Tons Accum Meter Accum Daily Project Oven Insp.

Stab Tons Tons Meter Ton Variance Variance Burn-Off

End of Day Analysis of Oil Meter System Operation

602P


Date Insp.

Type PG Used

Type Mix Used

Plant Waste

Road Waste

Bid Item #

Bid Item #

Bid Item #

Bid Item #

Daily Plant Quantities

Sample ID #

VA Lot #

Density Lot #

Mix Design #

Insp.

Remarks

602Q


Date Lot # Lot Accum Accum Insp.

Size Lot Tons Dollars Dollars

Recap of Incentive for Air Voids

Line #

Remarks

Plan Quantity

602R


Anti-Strip Rec'/Used

Line #

Date Ticket # Ticket Tons Accum Sample Tons Accum Insp.

Galls Lbs/Gal Sp. Gr. Rec'd Rec'd Y/N Used Used

Plan Quantity

602S


Date

Meter End Gallons

Meter start gallons

Meter gallons used

Lbs/Gal

Meter Lbs.

Actual Lbs.

% Variance

Anti-Strip Meter Calibration

Insp.

602T


Bid Item #

Arrival Date: 40% = 1st Estimate

Certified By: 70% = 3 months later

Certification #: 100% = When lab is released

Certification date:

Release Date: Telephone Y / N

Inspected By: Telephone #

Shared Line Y / N

Private Line Y / N

C/O for price adjustment Y / N

Plan QuantityRecap of Field Office & Lab (Type A)

Date % Pay Insp.

Insp.

602U Remarks


Actual Specified Actual Specified

Dimensions-Floor Area Sq. Ft. Total Water Supply-Pressure or Head

Length (Inside) Faucet with Hose Connection

Width (Inside) Sink-Length

Height Ceiling - Width

Insulated and Weather Tight - Depth

Drying Room-Partitioned or Separate Work Benches - Width

Floor Area Sq. Ft. Length (total)

Work Bench - Length Height

- Width Table or Desk - Dimensions

- Height Chair

Field Office & Lab (Type A) Specs

Window Area General - Outside Door Lock

Suitable Exhaust Fan Screen Door

Windows - Number (Total) Number of Doors

Sliding or Swinging Fire Extinguisher

Screened

Area Each Remarks

Number of sides located

Electrical Source - Volts A.C.

Number of Outlets Approved By:

Number of Light Fixtures Insp.

Suitably Spaced

Heating and Cooling System - Heater

Air Conditioner

Exhaust Fan

602V


Date Insp.Remarks

Lab Equipment Calibrations

FrequencyName of Equipment Calibration #s

602W


Project #

Contract #

Plant #

Asphalt Type:

Material Code:

Producer Code:

Inspector ID #

CMS Information Mix Designs

Company

Lab #

PG Type

Mix Type

Mat'l Code

Bid Item #

Tons

602X


Cores 1A, B, C, D thru 5A, B, C, D

Date KDOT Computed Correction Factor =

Lift Contractor Computed Correction Factor =

Station Offset 1st Read 2nd Read 3rd Read Average

KDOT

1st Loc.

2nd Loc.

3rd Loc

4th Loc.

Nuclear Density Calibration

5th Loc.

Contractor

1st Loc.

2nd Loc.

3rd Loc.

4th Loc.

5th Loc.

Cores

1st Loc.

2nd Loc.

3rd Loc.

4th Loc.

5th Loc.

Insp.

602Y


Date KDOT Contr. Mix Lift Lane Insp.

Recap of Correction Factors

Correction Factor Remarks

602Z


Corr Fac

Date

Lot #/Gmm Sublot 1 Sublot 2 Sublot 3 Sublot 4 Sublot 5

1st reading

2nd reading

3rd reading

4th reading

5th reading

Average

Insp

Nuclear Density Readings *

Lot Tons

Accum Tons

Remarks

Joint Density **

1st reading

2nd reading

3rd reading

4th reading

5th reading

Avg

Insp

602AA


Line #

Density Asphalt Accum Mix Accum

Date Lot # Lot # Tons Tons Design # Dollars Dollars Insp.Remarks

Recap of Incentive for Density Plan Quantity

602BB

Column Width: 8.43 Row Height:

Page #:

Date Time Weather

Lift Lane Foreman

Pass #

Mat. Temp.

Amplitude

Roller Speed

Date Time Weather

Lift Lane Foreman

Pass #

602

COMPACTION FOREMAN

Pass #

Mat. Temp.

Amplitude

Roller Speed

Date Time Weather

Lift Lane Foreman

Pass #

Mat.Temp.

Amplitude

Roller Speed

2CC


Date

First Load

Last Load

Side

Lift

End Sta.

Begin Sta.

Lin. Ft.

Actual Tons

Theo. Tons

Daily Plant Mix Laydown Record

Diff.

Remarks

Insp.

602-DD


Line #

Date

Ticket #

Tons Received

Accum. Tons Recv'd

Sp. Gr.

Lbs./ Gal.

Tons Used

Accum. Tons Used

Tons On Hand

Recap of Asphalt Cement (*) For HMA Base Plan Quantity

Tons Wasted

Pay Tons

Accum. Pay Tons

Verification Sample

Insp.

602-EE


Type

Date

Gals. Start

Gals. Stop

Hot Gals.

Temp.

Corr. Factor

Corr. Gals

Stop Sta.

Start Sta.

Lin. Ft.

Distributor Log For (Tack), (Prime) Or (Seal)

Bar Length

Sq. Yds.

Actual Rate

Theo. Rate

%Dilut.

Gals. Asphalt

Accum. Gals.

Lbs./Gal.

Tons Asphalt

Accum. Tons

Side

Remarks

Insp.

602-FF


Plan Quantity

Accum Insp.

Date Lane Dollars Dollars

Recap of Asphalt Pavement Smoothness

Line #

RemarksSta. to Sta.

603-1

Line #: Lump Sum

Date Lane Remarks Insp.

60

Recap of Asphalt Pavement Smoothness

Pavement Section #Sta. to Sta.

Trace#1 Roughness

(inches)

Trace#1 Pro. Index (in/mile)

Trace#2 Roughness

(inches)

Trace#2 Pro. Index (in/mile)

Average Pro. Index (in/mile)

Plan Quan:

03-A

right left

Date Lane Insp.

Recap of Bump Locations

Date CorrectedStation (R or L)

Remarks

6003-B


Accum

Date Lane # of Sta. 1/2 Lane Pay Sta. Pay Sta. Insp.Remarks

Recap of Cold Recycled Asphalt Material

Line #

Plan Quantity

Sta. to Sta.

604-1


Recap of Lime (Hydrated) (Slurry)

Date Lane Tons Lime Acc Lime Insp.

Line #

Remarks

Plan Quantity

Sta. to Sta.

604-2


Plan Quantity

Line #

Accum Accum

Date Received Received Used Used Insp.

Recap of Emulsified Asphalt (CSS) (Special)

Remarks

604-3


Accum Insp.

Date L Width Pay Ton Pay Tons

Recap of Emulsified Asphalt (CSS-1H or SS-1H) Cure (Set Price)

Line #

Sta. to Sta. Remarks

Plan Quantity

604-4


Date Lane Cu Yd. Acc CuYd Insp.Sta. to Sta.

Recap of Blotter Sand

Line #

Remarks

Plan Quantity

604-5


Theo Actual

Date Sta. to Sta. Lane Wid Rap Tons Rap Tons % Actual Wet Rap Lime Slry AC Remarks Insp.

Checks of Actual Rap vs Theo Rap (Depth)

Meter Readings

604-A


Recap of Emulsified Asphalt (CSS) (Special)

Date Lane Wid Pay Ton Insp.

Plan Quantity

Line #

Accum Pay TonsSta. to Sta. Remarks

604-B


Date

Lane

Start Sta

End Sta

Distance

Width

Sq. Yd.

Start Gal

Stop Gal

Hot Gal

Temp

Distributor Log

Corr Fact

Corr Gal

% H2O

Gall Used

Lbs/Gal

Tons Used

Accum

% Asph

Act Rate

Resid Rate

Insp.

604-C


Date

Lane/Depth

Width

Sta Start

Sta Stop

CuFt.

Actual Lbs/CuFt.

Theo tons RAP

Accum Theo Tons Rap

Total Tons Wet RAP

Tons Lime Slurry

Cold Recycle Train Meter Reading Checks

Total Tons Dry RAP

Accum Tons Dry RAP

% Lime Solids

Theo tons hydrated lime

Actual tons hydrated lime

Accum Actual tons

Actual % lime

Theo tons asphalt

Actual tons asphalt

Accum tons asphalt

Actual % Emulsified asphalt

Remarks

Insp.

604-D


Date

Control #

Ticket #

Tons Received

CaO Purity

Tons Pure CaO

Constant

A Tons Slakables

Inert. Materials

Constant

Lime Slurry Received & Slacking

B Tons Slakables

Sum A

of B

Tons of Hydrated Lime

Accum tons of hydrated lime

Ps=% Solids

(A+B)/Ps-Tons Rec'd=T H2O

Actual H2O Req. to Hydtate

Rail Car

Insp.

604-E


Line #

Pay Accum.

Date Side Lin. Ft. Stations Pay Sta. Insp.Station To Station

Recap of Surface Recycling Plan Quantity

Remarks

605-1


Line #

Gals. Gals./ Accum.

Date Lin. Ft. Width Sq. Yds. Used Sq. Yd. Lbs./ Gal. Pay Tons Pay Tons Pay Tons

Plan Quantity

Station To Station

Recap of Asphalt Rejuvenating Agent (*)

605-2 * Designated Type and Grade


Asphalt Rejuvenating Agent Received & Used

Tons Accum. Tons Accum. Tons On

Date Ticket # Recv'd Tons Used Tons Hand Sp. Gr. Lbs./ Gal. Insp.Remarks

Line #

Plan Quantity

605-A


Surface Recycle Asphalt Depth Check *

Date

Lane

Side

Time

1st Initial Shot A

2nd Initial Shot B

Average

1st Recycle shot A

2nd Recycle shot B

Average

Diff.

Depth OK

Depth OK

Insp

Remarks

605-B

3pt. Moving Average


Line#

Accum. Scale

Date Side Pay Tons Pay Tons Ticket # Insp.Station To Station

Recap of Aggregate for Micro-Surfacing

Remarks

Plan Quantity

606-1


Line # Accum Accum

Date Received Received Used Used InspRemarks

Recap of Emulsified Asphalt (*) (Modified) Plan Quantity

This template can be used for Cutback Asphalt (*) (**) (609-2)

This template can be used for Emulsified Asphalt (*) (**) (609-3)

This template can be used for Asphalt Cement (*) (**) (609-4)

This template can be used for Asphalt Cement (*) (**) (610-4)

This template can be used for Emulsified Asphalt (*)( 607-1)

This template can be used for Cutback Asphalt (*)( 608-2)

This template can be used for Emulsified Asphalt (*)( 608-3)

This template can be used for Asphalt Cement (*) (608-4)

This template can be used for Cutback Asphalt ( *)(**)(610-2)

This template can be used for Emulsified Asphalt (*) (**) (610-3)

606-2

This template can be used for Cutback Asphalt (*)( 607-2)

This template can be used for Mineral Filler (606-3)


Pay Accum

Date Side Cu. Yds. Cu. Yds. Insp.Station to Station

Plan Quantity

Remarks

* Designated Type and Grade

This template can be used for Cover Material (*) 610-1

This template can be used for Cover Material (*) 609-1

Recap of Cover Material (*)

Line #

608-1


Recap of Water (Flexible Pavement) (Set Price)

Line #

Date M Gallon Insp.

Plan Quantity

RemarksAccum M Gallons

This template can be used for Water (Flexible Pavement) (Set Price) (610-5)

608-5

This template can be used for Water (Flexible Pavement) (Set Price) (609-5)


Line # Accum

Date Side Lin. Ft. Pay Sta. Pay Sta. Insp.

Recap of Manipulation (Asphalt Seal) Plan Quantity

RemarksStation To Station

608-6

This template can be used for Manipulation (D.A.S.T.) (610-6)

This template can be used for Manipulation (S.A.S.T.) (609-6)


Date Lane Tons Acc Tons Insp

Class A or B

This template can be used for HMA-Commercial Grade (Class A or B) (Patching)

Recap of HMA Commercial Grade (Class *) Plan Quantity

Line #

Sta. to Sta. Remarks

611-1


Line # Pay Accum.

Date Side Line. Ft. Width Stations Stations Insp.

Recap of Milling (*) Plan Quantity

Station To Station Remarks

612-1 (*) Unit of Measurement as shown in contract documents.

600 flexible pavement

Documents