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Sample Record for 2022-01-07-1

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: 2022-01-07-1
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: 01/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/07/2022
The quantity of what the sample constitutes: JMF 3 bags
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Job Site
Laboratory sample identification: 1514651651
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Vernalis HMA Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2022-01-07-1-1
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: 01/07/2022
Date Tested: 01/04/2022
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 3
Bulk Specific Gravity 1 2.367
Bulk Specific Gravity 2 2.359
Bulk Specific Gravity 3 2.363
Percent of water absorbed by volume 1 1.00 %
Percent of water absorbed by volume 2 1.00 %
Percent of water absorbed by volume 3 1.00 %
Average Bulk Specific Gravity 2.361

Test 2 of 5

DIME Test ID: 2022-01-07-1-2
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: 01/07/2022
Date Tested: 01/04/2022
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
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.400
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 5

DIME Test ID: 2022-01-07-1-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/07/2022
Date Tested: 01/04/2022
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 4.0 %
Percent Air Voids 2 4.0 %
Percent Air Voids 3 4.0 %
Percent Air Voids Average 4.0 %

Test 4 of 5

DIME Test ID: 2022-01-07-1-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/07/2022
Date Tested: 01/04/2022
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:
Unit system used? SI Units
Average Dry Tensile Strength 240 psi
Average Wet Tensile Strength 200 psi
Tensile Strength Ratio 75

Test 5 of 5

DIME Test ID: 2022-01-07-1-5
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: 01/07/2022
Date Tested: 01/04/2022
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:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.00 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.75 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data