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Sample Record for 2021-02-16-37

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Project Information

Project ID: 214515 DEA: 024F6004 EFIS: 0213000012 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,TRI-36,96,299-VAR
Work Description: BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location Description: SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Contractor Name: MYERS AND SONS CONSTRUCTION
Contractor Address: 4600 NORTHGATE BLVD, STE #100, SACRAMENTO, CA 95834
Resident Engineer: Sunil Repaka Structure Rep.: Thompson, Robert

Sample Information

DIME Sample ID: 2021-02-16-37
TL Number from the TL Form: 853474
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Type A HMA (PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78745
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 7

DIME Test ID: 2021-02-16-37-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 04/05/2021
Date Tested: 02/17/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 4.30 %
Mass of HMA prior to ignition 1566.2 g
Mass of aggregate remaining after ignition 1487 g
Correction Factor (Percent by mass of HMA Specimen) 0.57 %
Moisture Content 0.19 %
Test Temperature 538 F

Test 2 of 7

DIME Test ID: 2021-02-16-37-2
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: 04/05/2021
Date Tested: 02/17/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Number of tests 1
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 1533.4 grams
Mass of container filled with the sample and water for Sample 1 8289.7 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.642

Test 3 of 7

DIME Test ID: 2021-02-16-37-3
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 04/05/2021
Date Tested: 02/17/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Volume of the specimen (Vm8) 2218.410 cm^3
Volume of the specimen (Vm85) 2008.226 cm^3
Volume of the specimen (Vm130) 1985.265 cm^3
Uncorrected relative density (Gmmu8) 85.3 %
Uncorrected relative density (Gmmu85) 94.2 %
Uncorrected relative density (Gmmu130) 95.3 %
Relative density (Gmm8) 87.8 %
Relative density (Gmm85) 97.0 %
Relative density (Gmm130) 98.1 %
Air Voids (AV8) 12.2 %
Air Voids (AV85) 3.0 %
Air Voids (AV130) 1.9 %

Test 4 of 7

DIME Test ID: 2021-02-16-37-4
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: 04/05/2021
Date Tested: 02/18/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Bulk Specific Gravity 2.561
Bulk Specific Gravity 2 2.561
Bulk Specific Gravity 3 2.563
Average Bulk Specific Gravity 2.562

Test 5 of 7

DIME Test ID: 2021-02-16-37-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/05/2021
Date Tested: 02/18/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.1
Percent Air Voids 3 3
Percent Air Voids Average 3.1

Test 6 of 7

DIME Test ID: 2021-02-16-37-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/05/2021
Date Tested: 02/25/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Average Dry Tensile Strength 170 psi
Average Wet Tensile Strength 148 psi
Tensile Strength Ratio 0.87

Test 7 of 7

DIME Test ID: 2021-02-16-37-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/05/2021
Date Tested: 02/19/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 1.9 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.9 mm
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >25000

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.