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Sample Record for 2019-03-21-15

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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: 2019-03-21-15
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: 03/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2019
The quantity of what the sample constitutes: JMF4 bags
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Felton, Lexington

Material Information

RAP Source: Granite Felton
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 11

Test Results

Test 1 of 11

DIME Test ID: 2019-03-21-15-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 01/29/2021
Date Tested: 03/21/2019
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 79 %
Cumulative percent passing the #8 sieve 57 %
Cumulative percent passing the #16 sieve 43 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 24 %
Cumulative percent passing the #100 sieve 17 %
Cumulative percent passing the #200 sieve 11.8 %

Test 2 of 11

DIME Test ID: 2019-03-21-15-2
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: 01/29/2021
Date Tested: 03/12/2019
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? Method A
Mass of HMA Sample prior to ignition 1532.8 g
Corrected Asphalt Binder Content 5.42 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.54 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature 900 F

Test 3 of 11

DIME Test ID: 2019-03-21-15-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/29/2021
Date Tested: 03/12/2019
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:
Is an aggregate correction factor used? No
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 79 %
Cumulative percent passing the #8 sieve 57 %
Cumulative percent passing the #16 sieve 43 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 24 %
Cumulative percent passing the #100 sieve 17 %
Cumulative percent passing the #200 sieve 11.8 %

Test 4 of 11

DIME Test ID: 2019-03-21-15-4
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: 02/05/2021
Date Tested: 03/12/2019
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 5.26 %

Test 5 of 11

DIME Test ID: 2019-03-21-15-5
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: 02/05/2021
Date Tested: 03/12/2019
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 2.518
Specific Gravity for Sample 2 2.519
Specific Gravity for Sample 3 2.505
Average Specific Gravity 2.514
Theoretical maximum density at 25°C (77°F) no data

Test 6 of 11

DIME Test ID: 2019-03-21-15-6
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/12/2021
Date Tested: 03/12/2019
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:
Is an aggregate correction factor used? No
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 81 %
Cumulative percent passing the #8 sieve 61 %
Cumulative percent passing the #16 sieve 45 %
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 10.1 %

Test 7 of 11

DIME Test ID: 2019-03-21-15-7
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/12/2021
Date Tested: 03/12/2019
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:
Is an aggregate correction factor used? No
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 81 %
Cumulative percent passing the #8 sieve 60 %
Cumulative percent passing the #16 sieve 43 %
Cumulative percent passing the #30 sieve 33 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 9.6 %

Test 8 of 11

DIME Test ID: 2019-03-21-15-8
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/12/2021
Date Tested: 03/12/2019
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:
Is an aggregate correction factor used? No
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 79 %
Cumulative percent passing the #8 sieve 58 %
Cumulative percent passing the #16 sieve 43 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 23 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 10.2 %

Test 9 of 11

DIME Test ID: 2019-03-21-15-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/12/2021
Date Tested: 03/12/2019
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:
Is an aggregate correction factor used? No
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 79 %
Cumulative percent passing the #8 sieve 57 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 9.7 %

Test 10 of 11

DIME Test ID: 2019-03-21-15-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/12/2021
Date Tested: 03/12/2019
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:
Is an aggregate correction factor used? No
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 79 %
Cumulative percent passing the #8 sieve 58 %
Cumulative percent passing the #16 sieve 43 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 23 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 9.6 %

Test 11 of 11

DIME Test ID: 2019-03-21-15-11
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/12/2021
Date Tested: 03/12/2019
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:
Is an aggregate correction factor used? No
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 80 %
Cumulative percent passing the #8 sieve 56 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 31 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 9.6 %