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Asphalt RoadwayDaily Report of Quality Control
(Form No. 675-030-20)
• A step by step guide
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
Fin. Project ID: Material No. / ID: Type of Mix: Mix Design No.:
Intended use: Plant No.: Lot No.: Intended Lot Size:
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
Pay Item No.
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot.
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Pay Item No.
Record Of Bituminous MaterialsTotal=
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: Intended Lot Size:Intended use: Plant No.:
Type of Mix: Mix Design No.:Fin. Project ID: Material No. / ID:
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Pay Item No.
Record Of Bituminous MaterialsTotal=
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: Intended Lot Size:Intended use: Plant No.:
Type of Mix: Mix Design No.:Fin. Project ID: Material No. / ID:
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Pay Item No.
Record Of Bituminous MaterialsTotal=
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: Intended Lot Size:Intended use: Plant No.:
Type of Mix: Mix Design No.:Fin. Project ID: Material No. / ID:
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1 ? ?
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: Type of Mix: Mix Design No.:
Intended use: Plant No.: Lot No.: Intended Lot Size:
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
Pay Item No.
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Pay Item No.
Record Of Bituminous MaterialsTotal=
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: Intended Lot Size:Intended use: Plant No.:
Type of Mix: Mix Design No.:Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Pay Item No.
Record Of Bituminous MaterialsTotal=
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: Intended Lot Size:Intended use: Plant No.:
Type of Mix: 12.5 Mix Design No.:Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Pay Item No.
Record Of Bituminous MaterialsTotal=
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: Intended Lot Size:Intended use: Plant No.:
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: Lot No.: Intended Lot Size:
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
Pay Item No.
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: Intended Lot Size:
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
Pay Item No.
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size:
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
Pay Item No.
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
Pay Item No.
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
This is calculated from the Gmm on the Mix Design. It is Gmm times 43.3 times thickness
of the lift.
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1 629 42.15
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1 629 42.15 700 00 7057.85
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal=
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Automatic Calculation
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal=
700 00 1-55 7057.852 R1 / 1 of 1 629 42.15
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: 2 Intended Lot Size: 4000Intended use: Structural Plant No.: A0739
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
#VALUE!
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 9410.47
12.00 9410.47 700 00 1-55 7057.852 R1 / 1 of 1 629 42.15
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: 2 Intended Lot Size: 4000Intended use: Structural Plant No.: A0739
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Automatic Calculation
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
212.53
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 9410.47 1000.00
12.00 9410.47 1000.00 212.53700 00 1-55 7057.852 R1 / 1 of 1 629 42.15
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: 2 Intended Lot Size: 4000Intended use: Structural Plant No.: A0739
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Automatic Calc. If within tolerance, # is Blue,
if not # is Red
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
212.53
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 9410.47 1000.00
3
12.00 9410.47 1000.00 212.53700 00 1-55 7057.852 R1 / 1 of 1 629 42.15
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: 2 Intended Lot Size: 4000Intended use: Structural Plant No.: A0739
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
New sublot MUST be started on separate line
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1 629 42.15 700 00 1-55 7057.85 12.00 9410.47 1000.00 212.53
3 R1 / 1 of 1
1000.00
212.53
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 9410.47
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
212.53
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 9410.47 1000.00
3 R1 / 1 of 1 700 00
12.00 9410.47 1000.00 212.53700 00 1-55 7057.852 R1 / 1 of 1 629 42.15
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: 2 Intended Lot Size: 4000Intended use: Structural Plant No.: A0739
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1 629 42.15 700 00 1-55 7057.85 12.00 9410.47 1000.00 212.53
3 R1 / 1 of 1 700 00 744 17
1000.00
212.53
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 9410.47
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1 629 42.15 700 00 1-55 7057.85 12.00 9410.47 1000.00 212.53
3 R1 / 1 of 1 700 00 744 17 55-90 4417.00
1000.00
212.53
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 9410.47
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Automatic Calculation
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
12.00 5889.33 679.03744 17 55-90 4417.003 R1 / 1 of 1 700 00
12.00 9410.47 1000.00 212.53700 00 1-55 7057.852 R1 / 1 of 1 629 42.15
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: 2 Intended Lot Size: 4000Intended use: Structural Plant No.: A0739
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Automatic Calculation
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
Asphalt Roadway - Daily Report of Quality Control
September 10, 2005 1
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Structural Plant No.: A0739 Lot No.: 2 Intended Lot Size: 4000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1 629 42.15 700 00 1-55 7057.85 12.00 9410.47 1000.00 212.53
3 R1 / 1 of 1 700 00 744 17 55-90 4417.00 12.00 5889.33 679.03 230.60
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
If spread is within the allowable tolerance, # is Blue, if not # is Red. If out tell Foreman and
document it in the Remarks at the bottom
of the page.
AM PM
AM PM
AM PM
Remarks:
Qualif ied Technician ID# (TIN)
Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Total
Prev. Tons
Todays
Spread Rate Gal/SY
No Density Required Average of 1st 5 SY Covered
Accum. Gallons @ 60F Total Minimum
Average
Today Gallons @ 60F Todays Maximum
Density Required Established
Prev. Gallons @ 60F Prev. Tons
Correction Factor
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total Temperature F
WasteTime of Day after Unloading
Gallons Total
TodaysEnding IN
This Lot
Gallons Prev. Adj. Tot.
Measured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
2 R1 / 1 of 1 629 42.15 700 00 1-55 7057.85 12.00 9410.47 1000.00 212.53
3 R1 / 1 of 1 700 00 744 17 55-90 4417.00 12.00 5889.33 679.03 230.60
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot.
TodaysEnding IN
Gallons Total
Time of Day after Unloading Waste
Temperature F
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established
Prev. Gallons @ 60F Prev. Tons Average
Today Gallons @ 60F Todays Maximum
Accum. Gallons @ 60F Total Minimum
Proper number and correct spacing is VERY
important!
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Average
Density Required Established
Prev. Gallons @ 60F Prev. Tons
Correction Factor
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total Temperature F
WasteTime of Day after Unloading
Gallons Total
TodaysEnding IN
This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
12.00 5889.33 679.03 230.60744 17 55-90 4417.003 R1 / 1 of 1 700 00
12.00 9410.47 1000.00 212.53700 00 1-55 7057.852 R1 / 1 of 1 629 42.15
Enter previous tons, Sq. Yards & Tons in
This Lot
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
2 R1 / 1 of 1 629 42.15 700 00 1-55 7057.85 12.00 9410.47 1000.00 212.53
3 R1 / 1 of 1 700 00 744 17 55-90 4417.00 12.00 5889.33 679.03 230.60
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.04 15299.80Ending IN 1679.04
Gallons Total 6679.04 21966.47 2679.04
Time of Day after Unloading Waste
6679.04 21966.47Temperature F 2679.04
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established
Prev. Gallons @ 60F Prev. Tons Average
These daily totals go here
Automatic calculation
Width
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
2 R1 / 1 of 1 629 42.15 700 00 1-55 7057.85 12.00 9410.47 1000.00 212.53
3 R1 / 1 of 1 700 00 744 17 55-90 4417.00 12.00 5889.33 679.03 230.60
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 1679.03
Gallons Total 6679.03 21966.47 2679.03
Time of Day after Unloading Waste 10.00 0 10.00
6669.03 21966.47Temperature F 2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established
Input the waste from the days
production
Automatic calculation
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 1679.03
Gallons Total 6679.03 21966.47 2679.03
Time of Day after Unloading Waste 10.00 0 10.00
6669.03 21966.47Temperature F 2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established
Prev. Gallons @ 60F Prev. Tons Average
Today Gallons @ 60F Todays Maximum
Accum. Gallons @ 60F Total Minimum
SY Covered No Density Required Average of 1st 5
Spread Rate Gal/SY Prev. Tons
Todays
TotalQualif ied Technician ID# (TIN)
These TonnagesAre Totals forThis Pay Item
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 1679.03
Gallons Total 6679.03 21966.47 2679.03
Time of Day after Unloading Waste 10.00 0 10.00
6669.03 21966.47Temperature F 2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established
Prev. Gallons @ 60F Prev. Tons 1000.00 Average
Today Gallons @ 60F Todays 1600.03 Maximum
Accum. Gallons @ 60F Total 2600.03 Minimum
SY Covered No Density Required Average of 1st 5
Spread Rate Gal/SY Prev. Tons
Todays
TotalQualif ied Technician ID# (TIN)
Density Required Previous Tonnage:
Today’s Tonnage:
Total Density Required:
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 679.03 6289.33Ending IN 679.03
Gallons Total 5679.03 12956 1679.03
Time of Day after Unloading Waste 10.00 0 10.00
5669.03 12956Temperature F 1669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established
Prev. Gallons @ 60F Prev. Tons 1000.00 Average
Today Gallons @ 60F Todays 1600.03 Maximum
Accum. Gallons @ 60F Total 2600.03 Minimum
SY Covered No Density Required Average of 1st 5
Spread Rate Gal/SY Prev. Tons 0.00
Todays 69.00
Total 69.00
Qualif ied Technician ID# (TIN)
No Density RequiredPrevious Tonnage:
Today’s Tonnage: No Density
Required Total Tonnage:
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 SY Covered
Accum. Gallons @ 60F Total 2600.03 Minimum
Average
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor
2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F
Waste 10.00 0 10.00Time of Day after Unloading
1679.03
Gallons Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN
This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
These 2 numbers must equal this one:
These 3 numbers must equal this one:
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 SY Covered
Accum. Gallons @ 60F Total 2600.03 Minimum
Average
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor
2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F
Waste 10.00 0 10.00Time of Day after Unloading
1679.03
Gallons Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN
This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Compaction Temperature
from Mix Design
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift
1679.03
219.48
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 1679.03
Gallons Total 6679.03 21966.47 2679.03
Time of Day after Unloading Waste 10.00 0 10.00
6669.03 21966.47Temperature F 2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00 Average 295
Today Gallons @ 60F Todays 1600.03 Maximum 310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
SY Covered No Density Required Average of 1st 5 296
Spread Rate Gal/SY Prev. Tons 0.00
Todays 69.00
Total 69.00
Qualif ied Technician ID# (TIN)
Avg. of all temperatures, Max. temp of the day, Min. temp. of
the day & Avg. temp of the 1st 5 loads.
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 296SY Covered
310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
Average 295
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor
2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F
Waste 10.00 0 10.00Time of Day after Unloading
1679.03
Gallons Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN
This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Enter pay item for tack. If tack is included in the price of the
asphalt, enter the pay item for the type of asphalt being
placed.
Prime calculations can be entered here if prime is
being used
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
1679.03
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt RS-1
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 1679.03
Gallons Total 6679.03 21966.47 2679.03
Time of Day after Unloading Waste 10.00 0 10.00
6669.03 21966.47Temperature F 2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00 Average 295
Today Gallons @ 60F Todays 1600.03 Maximum 310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
SY Covered No Density Required Average of 1st 5 296
Spread Rate Gal/SY Prev. Tons 0.00
Todays 69.00
Total 69.00
Qualif ied Technician ID# (TIN)
Enter the type of tack being used.
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 296SY Covered
310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
Average 295
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor
2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F
Waste 10.00 0 10.00Time of Day after Unloading
1679.03
Gallons Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN
This Lot
Gallons Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Enter the distributor number (FDOT calibration number)
that is being used to place the tack. (From previous slide)
Look up beginning depth reading and the corresponding gallon reading
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 296SY Covered
310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
Average 295
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor
2669.03
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F
Waste 10.00 0 10.00Time of Day after Unloading
1679.03
Gallons Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN
This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN 26/03
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Enter the beginning measurement and the
corresponding gallons from the tack chart.REMEMBER:
NO CHART~NO START
Look up ending depth reading and the corresponding gallon reading
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 296SY Covered
310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
Average 295
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor
2669.03
Net Hot Gallons 582 LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F
Waste 10.00 0 10.00Time of Day after Unloading
1679.03
Gallons 378.00 Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN 38/03
This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN 26/03
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Enter the ending measurement and the
corresponding gallons from the tack chart after tack is
shot.
This is an automatic
calculation. (Beginning gallons
minus ending gallons.)
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 296SY Covered
310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
Average 295
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor
2669.03
Net Hot Gallons 582 LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F 170
Waste 10.00 0 10.00Time of Day after Unloading 4:30
1679.03
Gallons 378.00 Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN 38/03
This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN 26/03
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
219.48
Pay Item No. 1-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Enter the time you finished shooting the tack and the
temperature of the tack from the distributor.
Look up temp. on chart and select corresponding Correction
Factor.
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 296SY Covered
310
Accum. Gallons @ 60F Total 2600.03 Minimum 285
Average 295
Today Gallons @ 60F Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1000.00
Correction Factor 0.9732
2669.03
Net Hot Gallons 582 LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F 170
Waste 10.00 0 10.00Time of Day after Unloading 4:30
1679.03
Gallons 378.00 Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN 38/03
This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN 26/03
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Enter the correction factor for the temperature of the tack.
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
1679.03
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
Measured In Tons SYBeginning IN 26/03 This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 38/03 1679.03
Gallons 378.00 Total 6679.03 21966.47 2679.03
Time of Day after Unloading 4:30 Waste 10.00 0 10.00
6669.03 21966.47Temperature F 170 2669.03
Net Hot Gallons 582 LOT Density Calculations Temperature F
Adj. Total
Correction Factor 0.9732 Density Required Established 300
Prev. Gallons @ 60F 0.00 Prev. Tons 1000.00 Average 295
Today Gallons @ 60F 566.40 Todays 1600.03 Maximum 310
Accum. Gallons @ 60F 566.40 Total 2600.03 Minimum 285
SY Covered No Density Required Average of 1st 5 296
Spread Rate Gal/SY Prev. Tons 0.00
Todays 69.00
Total 69.00
Qualif ied Technician ID# (TIN)
Enter the previous gallons of tack.
Automatic calculations.Net gallons * Corr. Factor.& sum of previous gallons
plus today's gallons.
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
1679.03
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
Measured In Tons SYBeginning IN 26/03 This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 38/03 1679.03
Gallons 378.00 Total 6679.03 21966.47 2679.03
Time of Day after Unloading 4:30 Waste 10.00 0 10.00
6669.03 21966.47Temperature F 170 2669.03
Net Hot Gallons 582 LOT Density Calculations Temperature F
Adj. Total
Correction Factor 0.9732 Density Required Established 300
Prev. Gallons @ 60F 0.00 Prev. Tons 1000.00 Average 295
Today Gallons @ 60F 566.40 Todays 1600.03 Maximum 310
Accum. Gallons @ 60F 566.40 Total 2600.03 Minimum 285
SY Covered 15299.8 No Density Required Average of 1st 5 296
Spread Rate Gal/SY 0.037 Prev. Tons 0.00
Todays 69.00
Total 69.00
Qualif ied Technician ID# (TIN)
Enter the Square Yards covered with tack.
Automatically calculates tack spread
rate.
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
Qualif ied Technician ID# (TIN)
W12345678 Total 69.00
Prev. Tons 0.00
Todays 69.00
Spread Rate Gal/SY 0.037
No Density Required Average of 1st 5 296SY Covered 15299.8
310
Accum. Gallons @ 60F 568.35 Total 2600.03 Minimum 285
Average 295
Today Gallons @ 60F 568.35 Todays 1600.03 Maximum
Density Required Established 300
Prev. Gallons @ 60F 0.00 Prev. Tons 1000.00
Correction Factor 0.9732
2669.03
Net Hot Gallons 584 LOT Density Calculations Temperature F
Adj. Total 6669.03 21966.47Temperature F 170
Waste 10.00 0 10.00Time of Day after Unloading 4:30
1679.03
Gallons 376.00 Total 6679.03 21966.47 2679.03
Todays 1679.03 15299.80Ending IN 38/03
This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Measured In Tons SYBeginning IN 26/03
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80 1679.03
Enter your T.I.N. #
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:Spread rate was higher than the allowable range. Informed paving foreman and asked him to correct thickness of lift.
1679.03
219.48
Pay Item No. 2-334--1-13 212.0
Record Of Bituminous MaterialsTotal= 15299.80
Paving CompletedFDOT Calibration
Tank No. 2463 Pay Item
Grade Of Asphalt RS-1
Measured In Tons SYBeginning IN 26/03 This Lot
Gallons 960.00 Prev. Adj. Tot. 5000.00 6666.67 1000.00
Todays 1679.03 15299.80Ending IN 38/03 1679.03
Gallons 378.00 Total 6679.03 21966.47 2679.03
Time of Day after Unloading 4:30 Waste 10.00 0 10.00
6669.03 21966.47Temperature F 170 2669.03
Net Hot Gallons 582 LOT Density Calculations Temperature F
Adj. Total
Correction Factor 0.9732 Density Required Established 300
Prev. Gallons @ 60F 0.00 Prev. Tons 1000.00 Average 295
Today Gallons @ 60F 566.40 Todays 1600.03 Maximum 310
Accum. Gallons @ 60F 566.40 Total 2600.03 Minimum 285
SY Covered 15299.8 No Density Required Average of 1st 5 296
Spread Rate Gal/SY 0.037 Prev. Tons 0.00
Todays 69.00
W12345678 Total 69.00
Qualif ied Technician ID# (TIN)
Enter any addition remarks about the
days production
Areas that Vary in Width
• How to calculate them
• How to show them on the report
Date Page No. of
Width
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
This LotMeasured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
210.47
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 5352.35 563.25
5.00 845.56 93.00 219.97705 22 23-27 1522.003 IL / 1 of 1 690 00
12.00 1466.67 149.28 203.56705 22 16-23 1100.003 R1 / 1 of 1 694 22
12.00 562.67 59.97 213.16694 22 13-16 422.003 R1 / 1 of 1 690 00
4.63 689.45 74.00 214.66690 00 9-13 1341.002 IL / 1 of 1 676 59
12.00 1788.00 187.00 209.17690 00 1-9 1341.002 R1 / 1 of 1 676 59
Linear Ft SY Tons SpreadSublot Lanes / Lift # of # Station To Station Loads
Lot No.: 2 Intended Lot Size: 4000Intended use: Structural Plant No.: A0739
Type of Mix: 12.5 Mix Design No.: SP 04-3211AFin. Project ID: 411667-1-52-01 Material No. / ID: 123L
Asphalt Roadway - Daily Report of Quality Control
September 11, 2005 1 1
State Of Florida Department Of Transportation675-030-20
MATERIALS02/05
See remarks below for explanation of difference in shoulder width
Average Spread Rate =
Target Spread Rate =
2 3 3 4 1 1 3
AM PM
AM PM
AM PM
Remarks:
563.25
210.47
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 5352.35
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot. 5669.03 12956.00 1679.03
Todays 563.25 5352.35Ending IN 563.25
Gallons Total 6232.28 18308.35 2242.28
Time of Day after Unloading Waste 0.00 0 10.00
6232.28 18308.35Temperature F 2232.28
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total
Correction Factor Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 1600.03 Average
Today Gallons @ 60F Todays 396.25 Maximum
Accum. Gallons @ 60F Total 1996.28 Minimum
SY Covered No Density Required Average of 1st 5
Spread Rate Gal/SY Prev. Tons 69.00
Todays 167.00
Total 236.00
Qualif ied Technician ID# (TIN)
Taper area on shoulder. See attached sketch for area calculations.
(200*5)/2=500 S.F. 1141*5=5705 S.F.500/9= 55.56 S.Y. 5705/9=633.89 S.Y.
55.56+633.89 = 689.45 TOTAL S.Y.
Sta. Sta. Sta.
Area "A" Area "B"
A B
676+59 678+59 690+00
5.00
200.00 1141.00
Base
• How to calculate them
• How to show them on the report
Width
Average Spread Rate =
Target Spread Rate =
1 2 8 5 7 1 5
AM PM
AM PM
AM PM
Fin. Project ID: 411667-1-52-01 Material No. / ID: 123L Type of Mix: 12.5 Mix Design No.: SP 04-3211A
Intended use: Base Plant No.: A0739 Lot No.: 1 Intended Lot Size: 2000
Sublot Lanes / Lift # of # Station To Station Loads Linear Ft SY Tons Spread
3 R2 / 1 of 3 676 59 690 00 1-9 1341.00 12.00 1788.00 187.00 209.17
3 R2 / 1 of 3 690 00 703 75 9-13 1375.00 12.00 1833.33 200.00 218.18
3 R2 / 1 of 3 703 75 718 22 13-16 1447.00 12.00 1929.33 195.00 202.14
582.00
209.70
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 5550.66
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
Measured In Tons SYBeginning IN This Lot
Gallons Prev. Adj. Tot.
TodaysEnding IN
Gallons Total
Time of Day after Unloading Waste
Temperature F Adj. Total
Average Spread Rate =
Target Spread Rate =
1 2 8 5 7 1 5
AM PM
AM PM
AM PM
Remarks:
Qualif ied Technician ID# (TIN)
Total SY =5550.66 /3=1850.22 S.Y. No Density required on 1st lift of base.
Total 582.00
Prev. Tons 0.00
Todays 582.00
Spread Rate Gal/SY
No Density Required Average of 1st 5 SY Covered
Accum. Gallons @ 60F Total 0.00 Minimum
Average
Today Gallons @ 60F Todays 0.00 Maximum
Density Required Established 300
Prev. Gallons @ 60F Prev. Tons 0.00
Correction Factor
582.00
Net Hot Gallons LOT Density Calculations Temperature F
Adj. Total 582.00 1850.22Temperature F
Waste 0.00 0 0.00Time of Day after Unloading
582.00
Gallons Total 582.00 1850.22 582.00
Todays 582.00 1850.22Ending IN
This Lot
Gallons Prev. Adj. Tot. 0.00 0.00 0.00
Measured In Tons SYBeginning IN
Paving CompletedFDOT Calibration
Tank No. Pay Item
Grade Of Asphalt
209.70
Pay Item No. 212.0
Record Of Bituminous MaterialsTotal= 5550.66 582.00
Take total S.Y. and divide it by the number of lifts that the
base will be placed in
That is the prorated S.Y. for lift 1 of 3. Show
calculations in remarks.
No density required on 1st
lift of base
If the lifts are equal in thickness then the Square Yards can be calculated
by dividing the Square Yards by the number of lifts being placed.
If the lifts are different in thickness, then the Square Yards must be
calculated by the following method:
Area being placed = 41,438.62 S.Y.
Example: First lift (1.25”) of a two inch ( 2”) item: 41,438.62 SY x ( 1.25”/2.00) = 25,899.14 SY
Example: The second lift would then be 0.75”
( 2” – 1.25” ) of the total 2” item:
41438.62 SY x ( 0.75” / 2.00” ) = 15,539.48 SY
Low Pay Factor Material
• How it is calculated
• How to show it on the report
Asphalt Guidelines
• Roadway VT responsibilities
• Roadway QC responsibilities
Asphalt RoadwayVerification Report
(Form No. 675-030-21)
• A step by step guide
Page No. of
AM PM
AM PM
AM PM
AM PM
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Qualif ied Technician ID# (TIN)
Load No.
Spread
Intended use: Structural
Date Lane / Lift # of #
Sub.Date
Verification of Established Temp.Record Of Bituminous Materials
Verification of Tack
Date
Sublot
Pay Item No.
Grade Of Asphalt
Gallons
Time of Day after Unloading
Gallons @ 60F
Verification Results
Correction Factor
Beginning IN
Gallons
FDOT Calibration Tank No.
Target Spread Rate
1 1
Verification Results Y/N
TonsLoads Linear Ft
Temp.
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
Verification of Spread Rate
Sublot Station To Station SY
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
Temperature F
Mix Design No.:12.5
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Fill in all the above correct information:
1. Page No:2. Fin Project ID:3. Material No:4. Type of Mix:5. Mix Design:6. Intended Use:7. Plant No:8. Lot No:9. Intended Lot Size:
Page No. of
AM PM
AM PM
AM PM
AM PM
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Temperature F
Mix Design No.:12.5
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Verification of Spread Rate
Sublot Station To Station SY
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
Temp.
TonsLoads Linear Ft
1 1
Verification Results Y/N
Target Spread Rate
Gallons
FDOT Calibration Tank No.
Beginning IN
Verification Results
Correction Factor
Gallons
Time of Day after Unloading
Gallons @ 60F
Grade Of Asphalt
Pay Item No.
Date
Sublot
Record Of Bituminous Materials
Verification of Tack
Sub.Date
Verification of Established Temp.
Intended use: Structural
Date Lane / Lift # of #
Load No.
Spread
Qualif ied Technician ID# (TIN)
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Enter in Your Target Spread Rate
Page No. of
AM PM
AM PM
AM PM
AM PM
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Qualif ied Technician ID# (TIN)
Load No.
Spread
653.00
2 R1 / 1 of 1 635 48
Intended use: Structural
5-10
Date
9/10/2005
Lane / Lift # of #
Sub.Date
Verification of Established Temp.Record Of Bituminous Materials
Verification of Tack
Date
Sublot
Pay Item No.
Grade Of Asphalt
Gallons
Time of Day after Unloading
Gallons @ 60F
Verification Results
Correction Factor
Beginning IN
Gallons
FDOT Calibration Tank No.
Target Spread Rate
1 1
Verification Results Y/N
TonsLoads Linear Ft
Temp.
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
95 642
Verification of Spread Rate
Sublot Station To Station SY
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
Temperature F
Mix Design No.:12.5
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Fill in all the above correct information:
10. Date11. Sublot12. Lane/ Lift # of #13. Station to Station14. Loads
# 15 (LOADS) This is an automatic calculation.
Verification of Spread RateVerification of Spread Rate
Page No. of
Y
AM PM
AM PM
AM PM
AM PM
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Qualif ied Technician ID# (TIN)
Load No.
Spread
653.00 12.00 870.67 212.48
2 R1 / 1 of 1 635 48
Intended use: Structural
1-55
Date
9/10/2005
Lane / Lift # of #
Sub.Date
Verification of Established Temp.Record Of Bituminous Materials
Verification of Tack
Date
Sublot
Pay Item No.
Grade Of Asphalt
Gallons
Time of Day after Unloading
Gallons @ 60F
Verification Results
Correction Factor
Beginning IN
Gallons
FDOT Calibration Tank No.
Target Spread Rate
Verification Results Y/N
TonsLoads Linear Ft
Temp.
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
95 642
92.5
Verification of Spread Rate
Sublot Station To Station SY
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
Temperature F
Mix Design No.:12.5
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Fill in all the above correct information:
16. Width18. Tons
# 15 (LINEAR FEET), 17 (S.Y.) & 19 (SPREAD RATE) Are all automatic calculations.
If measurement “Meets” tolerance y for yes and N for no (see spec 330-
2.2 & 300-8.4
Page No. of
Y
AM PM
AM PM
AM PM
AM PM
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Temperature F
Mix Design No.:12.5
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Verification of Spread Rate
Sublot Station To Station SY
95 642
92.5
675-030-21MATERIALS
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
Temp.
TonsLoads Linear Ft
Verification Results Y/N
Target Spread Rate
RS-1
Gallons
FDOT Calibration Tank No.
2463
Beginning IN
Verification Results
Correction Factor
Gallons
Time of Day after Unloading
Gallons @ 60F
Grade Of Asphalt
Pay Item No. 2-334-1-13
2
Date 09/10/05
Sublot
Record Of Bituminous Materials
Verification of Tack
Sub.Date
Verification of Established Temp.
Intended use: Structural
6-10
Date
9/10/2005
Lane / Lift # of #
2 R1 / 1 of 1 635 48
Load No.
Spread
653.00 12.00 870.67 212.48
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
English Metric
Record of Bituminous Material BoxRecord of Bituminous Material Box
Record the date and sublot from the above
information
Record the 21. Pay Item22. Grade of Asphalt23. FDOT Calibration chart
Verify Tack Spread RateOnce Per Day (CPAM 5.10)
Page No. of
Y
AM PM
AM PM
AM PM
AM PM
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Qualif ied Technician ID# (TIN)
Load No.
Spread
653.00 12.00 870.67 212.48
2 R1 / 1 of 1 635 48
Intended use: Structural
6-10
Date
9/10/2005
Lane / Lift # of #
Sub.Date
Verification of Established Temp.Record Of Bituminous Materials
Verification of Tack
2
Date 09/10/05
Sublot
Pay Item No. 2-334--1-13
Grade Of Asphalt
Gallons
Time of Day after Unloading
Gallons @ 60F
895
Verification Results
Correction Factor
32.00
Beginning IN
Gallons
FDOT Calibration Tank No.
2463
26/13
927
RS-1
Target Spread Rate
Verification Results Y/N
TonsLoads Linear Ft
Temp.
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
95 642
92.5
Verification of Spread Rate
Sublot Station To Station SY
Fin. Project ID: 411667-1-52-01 Material No.: 123L
27/05
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
Temperature F
Mix Design No.:12.5
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Record the 24. Beginning Measurement25. Gallons26. End Measurement27. Gallons
Page No. of
Y
AM PM
AM PM
AM PM
AM PM
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Temperature F
Mix Design No.:12.5
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
27/05
870.67
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Verification of Spread Rate
Sublot Station To Station SY
95 642
92.5
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
Y
Temp.
TonsLoads Linear Ft
Verification Results Y/N
Target Spread Rate
RS-1
Gallons
FDOT Calibration Tank No.
2463
26/13
927
Beginning IN
4:00
32.00
0.036
Verification Results
Correction Factor
Gallons
Time of Day after Unloading
0.9732
Gallons @ 60F 31.1424
895
Grade Of Asphalt
Pay Item No. 2-334--1-13
170
2
Date 09/10/05
Sublot
Record Of Bituminous Materials
Verification of Tack
Sub.Date
Verification of Established Temp.
Intended use: Structural
6-10
Date
9/10/2005
Lane / Lift # of #
2 R1 / 1 of 1 635 48
Load No.
Spread
653.00 12.00 870.67 212.48
Qualif ied Technician ID# (TIN)
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Record the 28. Time of Day After Unloading29. Temperature of Tack31. Correction Factor33. Square Yard
Automatic Calculations30. NET Hot Gallons32. Gallons/ Liters @ 60*F
Page No. of
Y
AM PM
AM PM
AM PM
AM PM
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Temperature F
Mix Design No.:12.5
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
27/05
870.67
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Verification of Spread Rate
Sublot Station To Station SY
95 642
92.5
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
Y
Temp.
TonsLoads Linear Ft
Verification Results Y/N
Target Spread Rate
RS-1
Gallons
FDOT Calibration Tank No.
2463
26/13
927
Beginning IN
4:00
32.00
0.036
Verification Results
Correction Factor
Gallons
Time of Day after Unloading
0.9732
Gallons @ 60F 31.1424
895
Grade Of Asphalt
Pay Item No. 2-334--1-13
170
2
Date 09/10/05
Sublot
Record Of Bituminous Materials
Verification of Tack
Sub.Date
Verification of Established Temp.
Intended use: Structural
6-10
Date
9/10/2005
Lane / Lift # of #
2 R1 / 1 of 1 635 48
Load No.
Spread
653.00 12.00 870.67 212.48
Qualif ied Technician ID# (TIN)
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Verification Results“Y” for yes/ “N” for noRefer to Spec 300-8.4If there is NO verification, you need
to communicate with the QC Tech, and come up with a resolution.
Page No. of
Y
AM PM
AM PM
AM PM
AM PM
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Temperature F
Mix Design No.:12.5
Ending IN
Asphalt Roadway - Verification Report
212
Type of Mix:
27/05
870.67
Fin. Project ID: 411667-1-52-01 Material No.: 123L
Verification of Spread Rate
Sublot Station To Station SY
95 642
92.5
11/04
SP 04-3211A
Verification Results Y/N
State Of Florida Department Of Transportation
Width
Y
Y
Temp.
TonsLoads Linear Ft
295
Verification Results Y/N
Target Spread Rate
6
RS-1
09/05/05 2
Gallons
FDOT Calibration Tank No.
2463
26/13
927
Beginning IN
4:00
32.00
0.036
Verification Results
Correction Factor
Gallons
Time of Day after Unloading
0.9732
Gallons @ 60F 31.1424
895
Grade Of Asphalt
Pay Item No. 2-334--1-13
170
2
Date 09/10/05
Sublot
Record Of Bituminous Materials
Verification of Tack
Sub.Date
Verification of Established Temp.
Intended use: Structural
6-10
Date
9/10/2005
Lane / Lift # of #
2 R1 / 1 of 1 635 48
300
Load No.
Spread
653.00 12.00 870.67 212.48
Qualif ied Technician ID# (TIN)
Intended Lot Size: 4000Plant No.: A0739 2Lot No.:
Print Form
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Verify Tack Spread RateOnce Per Day (CPAM 5.10)
Temperature Verification36. Load number (from the truck
the Temperature was taken)37. Temperature (CPAM 5.10-11.3)
Temperatures
Y
AM PM
AM PM
AM PM
AM PM
Remarks:
SY
Spread Rate Gal/SY
Net Hot Gallons
Covered
Temperature F
Ending IN
212
27/05
870.67
Sublot Station To Station SY
95 642
92.5
Width
Examples "Time Began", "Time Completed", Any deficiencies found during verification operations"
Y
Y
Temp.
TonsLoads Linear Ft
295
Verification Results Y/N
Target Spread Rate
6
RS-1
09/05/05 2
Gallons
FDOT Calibration Tank No.
2463
26/13
927
Beginning IN
4:00
32.00
W123456789
0.036
Verification Results
Correction Factor
Gallons
Time of Day after Unloading
0.9732
Gallons @ 60F 31.1424
895
Grade Of Asphalt
Pay Item No. 2-334--1-13
170
"Contractor's corrective actions"
MATERIALS11/04
675-030-21
State Of Florida Department Of Transportation
2
Date 09/10/05
Sublot
Record Of Bituminous Materials
Verification of Tack
Sub.Date
Verification of Established Temp.
6-10
Date
9/10/2005
Lane / Lift # of #
2 R1 / 1 of 1 635 48
300
Load No.
Spread
653.00 12.00 870.67 212.48
Qualif ied Technician ID# (TIN)
+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +
Qualified Technician ID#First nine characteristics of FLA ID#
Input Any Remarks for the Day’s production
