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Sample Record for 2021-09-09-43

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Project Information

Project ID: 214601 DEA: 041J5694 EFIS: 0419000313 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-0.0/21.8
Work Description: Barrier modifications, overhead signs, freeway lighting and electronic toll system components
Location Description: SANTA CLARA AND SAN MATEO COUNTIES FROM 0.3 MILE NORTH OF SAN ANTONIO ROAD TO 0.3 MILE SOUTH OF GRAND AVENUE INTERCHANGE
Contractor Name: KIEWIT INFRASTRUCTURE COMPANY
Contractor Address: 1301 SHOREWAY RD, SUITE 275, BELMONT, CA 94402
Resident Engineer: Douglas Inori Structure Rep.: Tyler Pinell

Sample Information

DIME Sample ID: 2021-09-09-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2021
The quantity of what the sample constitutes: 16 Boxes
A brief description of the sample: 16 Mohes of RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Sunol

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 5

DIME Test ID: 2021-09-09-43-1
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
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) 3.13 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3.07 mm
Stripping Inflection Point (Wheel A) 18762
Stripping Inflection Point (Wheel B) 15641

Test 2 of 5

DIME Test ID: 2021-09-09-43-2
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: 10/14/2021
Date Tested: 09/25/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.332
Bulk Specific Gravity 2 2.336
Bulk Specific Gravity 3 2.330
Average Bulk Specific Gravity 2.333

Test 3 of 5

DIME Test ID: 2021-09-09-43-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/14/2021
Date Tested: 09/30/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 151 psi
Average Wet Tensile Strength 109 psi
Tensile Strength Ratio 0.72

Test 4 of 5

DIME Test ID: 2021-09-09-43-4
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: 10/14/2021
Date Tested: 09/30/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 7.57 %
Mass of HMA prior to ignition 1616.1 g
Mass of aggregate remaining after ignition 1476.9 g
Correction Factor (Percent by mass of HMA Specimen) 1.04 %
Moisture Content 0 %
Test Temperature 1000.4 F

Test 5 of 5

DIME Test ID: 2021-09-09-43-5
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: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
Mass Determination Air
Specific Gravity for Sample 1 2.416
Specific Gravity for Sample 2 2.416
Average Specific Gravity 2.416

Tests Assigned to this Sample

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