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Sample ID DOT-89File No.

Report No.

County Jones, Lyman PCN/PROJECT IM-BRF 090-5(71)187

Test Date Inspector Gardner, Bill Contractor Border States Paving

Percent Bitumen Desired Percent Used by Test

Bitumen Type PG 64-34

TANK METHOD

A. Beginning Specific Gravity of Bitumen @ 60F

B. Beginning Weight Per Gallon @ 60F

C. Temperature of Bitumen in Tank When Check Starts

D. Weight Per Gallon of Bitumen at Temperature

E. Gallons in Tank When Check Starts (calibrated stick)

Gallons at Start (at start of tank use)

F. Weight of Bitumen in Tank (start check) (D x E / 2000)

G. Weight of Bitumen Added to Tank(s)

H. Temperature of Bitumen in Tank When Check Ends

I. Gallons in Tank When Check Ends (calibrated stick)

J. Ending Specific Gravity of Bitumen @ 60F

K. Ending Weight Per Gallon @ 60F

L. Weight Per Gallon at Temperature

M. Weight of Bitumen in Tank (end check) (I x L / 2000)

Left in Storage (at end of tank use)

N. Weight of Bitumen Used (F + G - M)

O. Weight of Mix Produced (Tons)

P. Percent of Bitumen in Mix (N / O x 100)

G. Summary of Mix Produced Bitumen

To Road Tons Tons

Plant Waste Tons Tons

Road Waste Tons Tons

To Others Tons Tons

Produced Tons

REMARKS

BITUMEN CONTENT DETERMINATION

Load # Invoice #

79112B

79113B

Tons

04

37.8536.9738.19

16B

79111A 36.9779112A 38.19

37.85

79113A

307

27982

1.011

8.420

7.716

107.95

5.36

79111B

8.420

313

7.7

31022

119.43

226.02

237.5

4432.52

4432.52

Figure 1

14A15A16A14B15B

9-14

09/22/2014

5.1 - 5.7 5.4

1.011

4432.52 237.5

Tank #1 Tank #2

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DETERMINING POUNDS OF BITUMEN PER GALLON

1. _________________ X _____________ = X 8.328 (1) = ______________ lbs. (kg) of Bitumen perSpec. Gravity of Bitumen Temp. Factor Gallon

(L) @ temperature

2. 8.4196 X 0.9146 = 7.70 lbs. (kg) of Bitumen per

Wt./Gal. (L) @ 60 F Temp. FactorGallon (L) @ temperature

Temp. C Temp. F Factor107 225 0.9436110 230 0.9419113 235 0.9402116 240 0.9385118 245 0.9369121 250 0.9352124 255 0.9336127 260 0.9319129 265 0.9302132 270 0.9286135 275 0.9269

138 280 0.9253141 285 0.9236143 290 0.9220146 295 0.9204149 300 0.9187152 305 0.9171154 310 0.9154157 315 0.9138160 320 0.9122163 325 0.9105166 330 0.9089

168 335 0.9073171 340 0.9057174 345 0.9040177 350 0.9024

(Table for converting pounds of bitumen per gallon Applicable for DOT-89 & DOT-66)

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PROJECT PCN

Inspector

Meter Reads in Weight Meter reads in Gallons

T. Stop (Gallons)U. Start (Gallons)

V. Net Gallons

V / S x 100 = % of Bitumen in Mix R x V / S x 100 = % of Bitumen in Mix

Figure 2

U. Start (tons)

V. Net Weight

Q. Applied Temperature of Bitumen

R. Weight Per Gallon (L) of Bitumen at Applied Temperature

S. Weight of Mix Produced (tons)

T. Stop (tons)

P. Percent of Bitumen in Mix (N / O x 100) 6.07

(*) Computed on reverse side

METER METHOD

N. Weight of Bitumen Used (F + G - M) 188.43

O. Weight of Mix Produced (Tons) 3101.8

M. Weight of Bitumen in Tank (end check) (I x L / 2000) 13.15 22.78

Left in Storage (at end of tank use)

K. Ending Weight Per Gallon @ 60 F 8.5945 8.5945

L. Ending Weight Per Gallon at Temperature 7.896 7.896

I. Gallons in Tank When Check Ends (calibrated stick) 3332 5771

J. Ending Specific Gravity of Bitumen @ 60 F 1.032 1.032

G. Weight of Bitumen Added to Tank(s) 184.92

H. Temperature of Bitumen in Tank When Check Ends 300 300

24.89

D. Beginning Weight Per Gallon at Temperature 7.896 7.896

E. Gallons in Tank When Check Starts (calibrated stick) 3685 6304

Gallons at Start (at start of tank use)

F. Weight of Bitumen in Tank (s tart check) (D x E / 2000) 14.55

B. Beginning Weight Per Gallon @ 60 F 8.5945 8.5945

C. Temperature of Bitumen in Tank When Check Starts 300 300

Tank #1 Tank #2

A. Beginning Specific Gravity of Bitumen @ 60 F 1.032 1.032

Field # 5 Date Sampled 9/23/14

TANK METHOD

Date Tested 9/23/14

Travis Schnabel Contractor Border States Paving

P 0044(21)291 COUNTY Gregory 02BQ

Sample ID Asphalt Plant Mix - Spot Check DOT-66File No. 9-14

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PROJECT PCN

Inspector

Meter Reads in Weight Meter reads in GallonsT. Stop (Gallons)

U. Start (Gallons)

V. Net Gallons

V / S x 100 = % of Bitumen in Mix R x V / S x 100 = % of Bitumen in Mix

Figure 3

U. Start (tons) 0

V. Net Weight 73

Q. Applied Temperature of Bitumen

R. Weight Per Gallon (L) of Bitumen at Applied Temperature

5.81

S. Weight of Mix Produced (tons) 1256

T. Stop (tons) 73

P. Percent of Bitumen in Mix (N / O x 100)

(*) Computed on reverse side

METER METHOD

N. Weight of Bitumen Used (F + G - M)

O. Weight of Mix Produced (Tons)

M. Weight of Bitumen in Tank (end check) (I x L / 2000)

Left in Storage (at end of tank use)

K. Ending Weight Per Gallon @ 60 F

L. Ending Weight Per Gallon at Temperature

I. Gallons in Tank When Check Ends (calibrated stick)

J. Ending Specific Gravity of Bitumen @ 60 F

G. Weight of Bitumen Added to Tank(s)

H. Temperature of Bitumen in Tank When Check Ends

D. Beginning Weight Per Gallon at Temperature

E. Gallons in Tank When Check Starts (calibrated stick)

Gallons at Start (at start of tank use)

F. Weight of Bitumen in Tank (start check) (D x E / 2000)

B. Beginning Weight Per Gallon @ 60 F

C. Temperature of Bitumen in Tank When Check Starts

Tank #1 Tank #2

A. Beginning Specific Gravity of Bitumen @ 60 F

Field # 5 Date Sampled 9/23/14

TANK METHOD

Date Tested 9/23/14

Travis Schnabel Contractor Border States Paving

P 0044(21)291 COUNTY Gregory 02BQ

Sample ID Asphalt Plant Mix - Spot Check DOT-66File No. 9-14

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PROJECT PCN

Inspector

Meter Reads in Weight Meter reads in Gallons

T. Stop (Gallons)

U. Start (Gallons)

V. Net Gallons

V / S x 100 = % of Bitumen in Mix R x V / S x 100 = % of Bitumen in Mix

Figure 4

5.92

V. Net Weight 18898

T. Stop (tons) 18898

U. Start (tons) 0

R. Weight Per Gallon (L) of Bitumen at Applied Temperature 7.867

S. Weight of Mix Produced (tons) 1256

(*) Computed on reverse side

METER METHOD

Q. Applied Temperature of Bitumen 310

O. Weight of Mix Produced (Tons)

P. Percent of Bitumen in Mix (N / O x 100)

Left in Storage (at end of tank use)

N. Weight of Bitumen Used (F + G - M)

L. Ending Weight Per Gallon at Temperature

M. Weight of Bitumen in Tank (end check) (I x L / 2000)

J. Ending Specific Gravity of Bitumen @ 60 F

K. Ending Weight Per Gallon @ 60 F

H. Temperature of Bitumen in Tank When Check Ends

I. Gallons in Tank When Check Ends (calibrated stick)

F. Weight of Bitumen in Tank (start check) (D x E / 2000)

G. Weight of Bitumen Added to Tank(s)

C. Temperature of Bitumen in Tank When Check Starts

D. Beginning Weight Per Gallon at Temperature

E. Gallons in Tank When Check Starts (calibrated stick)

Gallons at Start (at start of tank use)

A. Beginning Specific Gravity of Bitumen @ 60 F

B. Beginning Weight Per Gallon @ 60 F

Tank #1 Tank #2

COUNTY Gregory 02BQ

Date Tested 9/23/14

Contractor Border States Paving

TANK METHOD

Travis Schnabel

P 0044(21)291

Field # 5 Date Sampled 9/23/14

Sample ID Asphalt Plant Mix - Spot Check DOT-66File No. 9-14