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Sample Record for 2020-08-14-31

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Project Information

Project ID: 214658 DEA: 051K7104 EFIS: 0518000232 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46,101-var
Work Description: PLACE METHACRYLATE DECK SEAL, POLYESTER CONCRETE OVERLAY, JOINT SEALS
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PASO ROBLES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court Suite D, Benicia, CA 94510
Resident Engineer: Johnny Rodriguez Structure Rep.: Salvador J 'Sal' Heredia,

Sample Information

DIME Sample ID: 2020-08-14-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: Boxes of HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Templeton

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2020-08-14-31-1
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: 09/25/2020
Date Tested: 09/22/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 5.42 %
Mass of HMA prior to ignition 2312.3 g
Mass of aggregate remaining after ignition 2167.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.86 %
Moisture Content 0 %
Test Temperature 1000 F

Test 2 of 6

DIME Test ID: 2020-08-14-31-2
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: 09/25/2020
Date Tested: 09/22/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.368
Bulk Specific Gravity 2 2.373
Bulk Specific Gravity 3 2.371
Average Bulk Specific Gravity 2.371

Test 3 of 6

DIME Test ID: 2020-08-14-31-3
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: 09/25/2020
Date Tested: 09/22/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7402.0 grams
Mass of oven-dry sample in air for Sample 1 2628.0 grams
Mass of container filled with the sample and water for Sample 1 8950.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.432

Test 4 of 6

DIME Test ID: 2020-08-14-31-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/25/2020
Date Tested: 09/23/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.6 %
Percent Air Voids 2 2.4 %
Percent Air Voids 3 2.5 %
Percent Air Voids Average 2.5 %

Test 5 of 6

DIME Test ID: 2020-08-14-31-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/25/2020
Date Tested: 08/26/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Average Dry Tensile Strength 281 psi
Average Wet Tensile Strength 225 psi
Tensile Strength Ratio 80.1

Test 6 of 6

DIME Test ID: 2020-08-14-31-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/25/2020
Date Tested: 09/24/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
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) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 4.1 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3 mm
Stripping Inflection Point (Wheel A) 16569
Stripping Inflection Point (Wheel B) 13527

Tests Assigned to this Sample

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