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Sample Record for 2020-07-17-2

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: 2020-07-17-2
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Tracy
Sample Organization Contact: (209) 234-3571
Type of Sample: Aggregate Prequalification Program
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2020
The quantity of what the sample constitutes: 16 boxes
A brief description of the sample: JMF Prequalification Program
From where was the sample collected: Source
Laboratory sample identification: 482
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company Vernalis

Material Information

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

Test Results

Test 1 of 4

DIME Test ID: 2020-07-17-2-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4.3 %
Percent Air Voids 2 4.3 %
Percent Air Voids 3 4.1 %
Percent Air Voids Average 4.2 %

Test 2 of 4

DIME Test ID: 2020-07-17-2-2
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: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Water
Specific Gravity for Sample 1 2.469
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 4

DIME Test ID: 2020-07-17-2-3
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: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.362
Bulk Specific Gravity 2 2.364
Bulk Specific Gravity 3 2.367
Average Bulk Specific Gravity 2.364

Test 4 of 4

DIME Test ID: 2020-07-17-2-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 276 psi
Average Wet Tensile Strength 155 psi
Tensile Strength Ratio 56