Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2020-04-24-26
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (209) 986-4912
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2020
The quantity of what the sample constitutes: 24 4" boxes of HMA (JMF)
A brief description of the sample: HMA for JMF verification
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas Batch
DIME Test ID: 2020-04-24-26-1
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: 09/24/2026
Date Tested: 03/19/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 93706
Organization Email: sol.jimenez@gcinc.com
Organization Phone: (559) 318-6366
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.58 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.46 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2020-04-24-26-2
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: 09/24/2026
Date Tested: 03/16/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 93706
Organization Email: sol.jimenez@gcinc.com
Organization Phone: (559) 318-6366
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.352
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Bulk Specific Gravity 2
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2.347
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Bulk Specific Gravity 3
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2.353
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Average Bulk Specific Gravity
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2.351
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DIME Test ID: 2020-04-24-26-3
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: 09/24/2026
Date Tested: 03/13/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 93706
Organization Email: sol.jimenez@gcinc.com
Organization Phone: (559) 318-6366
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of tests
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2
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Water
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Specific Gravity for Sample 1
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2.45
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Specific Gravity for Sample 2
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2.449
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Average Specific Gravity
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2.45
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Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2020-04-24-26-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/24/2026
Date Tested: 03/13/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 93706
Organization Email: sol.jimenez@gcinc.com
Organization Phone: (559) 318-6366
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
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4 %
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Percent Air Voids 2
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4.2 %
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Percent Air Voids 3
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4 %
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Average Percent Air Voids
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4.1 %
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DIME Test ID: 2020-04-24-26-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/24/2026
Date Tested: 03/27/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 93706
Organization Email: sol.jimenez@gcinc.com
Organization Phone: (559) 318-6366
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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356.8 psi
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Average Wet Tensile Strength
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213.8 psi
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Tensile Strength Ratio
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59.9
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DIME Test ID: 2020-04-24-26-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/24/2026
Date Tested: 03/27/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 93706
Organization Email: sol.jimenez@gcinc.com
Organization Phone: (559) 318-6366
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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no data
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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no data
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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no data
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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no data
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Stripping Inflection Point (Wheel A)
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no data
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Stripping Inflection Point (Wheel B)
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no data
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