Print Report | Back to Sample Detail | Back to Aggregate Report

Sample Record for 2021-05-15-3

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: 2021-05-15-3
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (408) 327-7057
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
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: 3 bags
A brief description of the sample: 3/8-inch RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Pleasanton

Material Information

RAP Source: Stockpile@Plant
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2021-05-15-3-1
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: 07/09/2021
Date Tested: 05/15/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 4.77 %

Test 2 of 4

DIME Test ID: 2021-05-15-3-2
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: 07/09/2021
Date Tested: 05/15/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
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 Water
Specific Gravity for Sample 1 2.524
Specific Gravity for Sample 2 2.514
Specific Gravity for Sample 3 2.525
Average Specific Gravity 2.521
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 4

DIME Test ID: 2021-05-15-3-3
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
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, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
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 84 %
Cumulative percent passing the #8 sieve 61 %
Cumulative percent passing the #16 sieve 46 %
Cumulative percent passing the #30 sieve 34 %
Cumulative percent passing the #50 sieve 23 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 9.6 %

Test 4 of 4

DIME Test ID: 2021-05-15-3-4
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: 07/09/2021
Date Tested: 05/15/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
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 6.24 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 1.47 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data