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Sample Record for 2020-11-19-11

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2020-11-19-11
TL Number from the TL Form: Unknown
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: 11/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company -- Bradshaw Plant

Material Information

RAP Source: Granite Construction Company Bradshaw Plant, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 40,000
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-11-19-11-1
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: 04/14/2021
Date Tested: 10/22/2020
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: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-006. Per D-3 the Lab MREA, the D-3 Lab uses the RAP test data provide by the Contactor on the CEM 3511 form (page 2), because there is not a correction factor for the burn-off of solvents in the RAP.
What temperature unit is used? Fahrenheit
Test procedure used? no data
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: 2020-11-19-11-2
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: 04/14/2021
Date Tested: 03/22/2021
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: JMF21-006.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-006. Report only.
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 7346.8 grams
Mass of oven-dry sample in air for Sample 1 1641.6 grams
Mass of container filled with the sample and water for Sample 1 8355 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.592
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2020-11-19-11-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/14/2021
Date Tested: 03/22/2021
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: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-006
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 32 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 7.1 %