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Sample Record for 2021-06-11-27

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: 2021-06-11-27
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (408) 327-7023
Type of Sample: Informational
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2020
The quantity of what the sample constitutes: 3 boxs
A brief description of the sample: RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas

Material Information

RAP Source: Granite Salinas Batch
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-11-27-1
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 07/13/2021
Date Tested: 06/11/2021
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:
Corrected Asphalt Binder Content 2.99 %

Test 2 of 3

DIME Test ID: 2021-06-11-27-2
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: 07/13/2021
Date Tested: 06/11/2021
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
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.594
Specific Gravity for Sample 2 2.599
Specific Gravity for Sample 3 2.590
Average Specific Gravity 2.594
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2021-06-11-27-3
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 07/13/2021
Date Tested: 06/11/2021
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:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 83 %
Cumulative percent passing the #8 sieve 61 %
Cumulative percent passing the #16 sieve 44 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 21 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 8.8 %