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Sample Record for 2021-06-14-37

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Project Information

Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5
Work Description: ASPHALT RUBBER CHIP SEAL.
Location Description: MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE
Contractor Name: AMERICAN PAVEMENT SYSTEMS , Inc.
Contractor Address: 1012 11th Street, Modesto, CA 95354
Resident Engineer: Tofael Anwar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-14-37
TL Number from the TL Form: 853346
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls
From where was the sample collected: Manufacturer
Laboratory sample identification: D78843
Structure unique identifier:
Structure name: Not Applicable
The fabricator/manufacturer/facility name: Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2021-06-14-37-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 01/06/2022
Date Tested: 06/17/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.31 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.90 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 6

DIME Test ID: 2021-06-14-37-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 01/06/2022
Date Tested: 06/15/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1565.2 grams
Mass of container filled with the sample and water for Sample 1 8258.5 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.433
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 6

DIME Test ID: 2021-06-14-37-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 01/06/2022
Date Tested: 06/16/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.265
Bulk Specific Gravity 2 2.263
Bulk Specific Gravity 3 2.250
Average Bulk Specific Gravity 2.259

Test 4 of 6

DIME Test ID: 2021-06-14-37-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/06/2022
Date Tested: 06/23/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: The void contents of some of the specimens were too low. The test was not rerun due to the presence of several other failing test results.
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 207 psi
Average Wet Tensile Strength 149 psi
Tensile Strength Ratio 0.72

Test 5 of 6

DIME Test ID: 2021-06-14-37-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/06/2022
Date Tested: 06/16/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: VMA = 19.1%, VFA = 62.5%, DP = 1.2
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 6.9 %
Percent Air Voids 2 7.0 %
Percent Air Voids 3 7.5 %
Percent Air Voids Average 7.1 %

Test 6 of 6

DIME Test ID: 2021-06-14-37-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/06/2022
Date Tested: 06/21/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: The air voids of the four specimens ranged from 7.5 to 8.0% and had heights ranging from 60.0 to 60.6 mm after 250 gyrations.
Test Result Compliance: does not comply
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive Target was 1.1% lime. No lime was suspecte
Stripping Inflection Point (Wheel A) 8013
Stripping Inflection Point (Wheel B) 4750
Maximum impression at 5000 passes (left wheel) 3.07 mm
Maximum impression at 5000 passes (right wheel) 3.32 mm
Average impression at 5000 passes (left/right avg) 3.2 mm
Maximum impression at 10000 passes (left wheel) 6.53 mm
Maximum impression at 10000 passes (right wheel) 7.47 mm
Average impression at 10000 passes (left/right avg) 7 mm
Maximum impression at 15000 passes (left wheel) 13.41 mm
Maximum impression at 15000 passes (right wheel) 15.04 mm
Average impression at 15000 passes (left/right avg) 14.23 mm
Average impression at 20000 passes (left/right avg) 20 mm
Average impression at 25000 passes (left/right avg) 20 mm