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Sample Record for 2021-03-30-32

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Project Information

Project ID: 215296 DEA: 031F1504 EFIS: 0300001101 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-R7.7/R9.5
Work Description: PLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM.
Location Description: SACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING
Contractor Name: DeSILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Ephrem Teweldeburhan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-30-32
TL Number from the TL Form: C790491
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: 03/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/30/2021
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: JMF21-019
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant

Material Information

RAP Source: Teichert Perkins, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons): Not Reported
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-03-30-32-1
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: 06/17/2021
Date Tested: 02/04/2021
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: JMF21-019.
Test Result Compliance: complies
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 4.53 %
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: 2021-03-30-32-2
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: 06/17/2021
Date Tested: 04/05/2021
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: JMF21-019.
Test Result Compliance: not applicable
Additional Comments When Verified:
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 7346.4 grams
Mass of oven-dry sample in air for Sample 1 1738.7 grams
Mass of container filled with the sample and water for Sample 1 8404.5 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.555
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2021-03-30-32-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/17/2021
Date Tested: 04/05/2021
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: JMF21-019.
Test Result Compliance: complies
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 98 %
Cumulative percent passing the 3/8 in. sieve 91 %
Cumulative percent passing the #4 sieve 71 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 11.3 %