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Sample Record for 2021-05-15-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-15-4
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (408) 327-7023
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2021
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Pleasanton

Material Information

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

Test Results

Test 1 of 5

DIME Test ID: 2021-05-15-4-1
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: 07/09/2021
Date Tested: 05/15/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
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 Water
Specific Gravity for Sample 1 2.505
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 5

DIME Test ID: 2021-05-15-4-2
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 07/09/2021
Date Tested: 05/15/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.408
Bulk Specific Gravity 2 2.402
Bulk Specific Gravity 3 2.404
Percent of water absorbed by volume 1 0.01 %
Percent of water absorbed by volume 2 0.01 %
Percent of water absorbed by volume 3 0.01 %
Average Bulk Specific Gravity 2.405

Test 3 of 5

DIME Test ID: 2021-05-15-4-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/09/2021
Date Tested: 05/15/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.0 %
Percent Air Voids Average 4.0 %

Test 4 of 5

DIME Test ID: 2021-05-15-4-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/09/2021
Date Tested: 06/04/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 132.1 psi
Average Wet Tensile Strength 116 psi
Tensile Strength Ratio 88

Test 5 of 5

DIME Test ID: 2021-05-15-4-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/09/2021
Date Tested: 06/04/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
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) 5.4 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 5.13 mm
Stripping Inflection Point (Wheel A) 10000
Stripping Inflection Point (Wheel B) 10000