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Sample Record for 2020-10-05-44

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Project Information

Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran

Sample Information

DIME Sample ID: 2020-10-05-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/8-inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-039
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company - Bradshaw

Material Information

RAP Source: GCCO Bradshaw Plant, Rap Bin 1
Aggregate Size: 3/8 inch
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 15,000
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2020-10-05-44-1
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: 03/10/2021
Date Tested: 09/23/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-039. Date of Test is from CEM-3512
Test Result Compliance: complies
Additional Comments When Verified: JMF20-039
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.69 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 3

DIME Test ID: 2020-10-05-44-2
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: 03/11/2021
Date Tested: 10/14/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-039.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-039
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7345.6 grams
Mass of oven-dry sample in air for Sample 1 1855.6 grams
Mass of container filled with the sample and water for Sample 1 8476.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.56
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2020-10-05-44-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/11/2021
Date Tested: 10/14/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-039.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-039
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 99 %
Cumulative percent passing the #4 sieve 79 %
Cumulative percent passing the #8 sieve 59 %
Cumulative percent passing the #16 sieve 46 %
Cumulative percent passing the #30 sieve 35 %
Cumulative percent passing the #50 sieve 26 %
Cumulative percent passing the #100 sieve 18 %
Cumulative percent passing the #200 sieve 12.9 %