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Sample Record for 2021-08-24-19

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Project Information

Project ID: 215483 DEA: 022J0004 EFIS: 0221000017 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-49-0.0/7.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Contractor Name: ALL AMERICAN CONSTRUCTION
Contractor Address: P.O. BOX 635 2048 PASEO ROAD, LIVE OAK CA 95953
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-24-19
TL Number from the TL Form: 897852
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2021
The quantity of what the sample constitutes: PSE 1 Bag
A brief description of the sample: 3/8 Inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78927
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs

Material Information

RAP Source: WNM Spanish Springs
Aggregate Size: 3/8 inch
Aggregate Source: WNM Spanish Springs
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2021-08-24-19-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/09/2021
Date Tested: 08/27/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1284.2 grams
Mass retained on the 2 in. sieve 0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 0 grams
Cumulative mass retained on the 3/8 in. sieve 36.8 grams
Mass retained on the 1/4 in. sieve 252.1 grams
Cumulative mass retained on the #4 sieve 385 grams
Cumulative mass retained on the #8 sieve 620.8 grams
Cumulative mass retained on the #16 sieve 789.1 grams
Cumulative mass retained on the #30 sieve 908.9 grams
Cumulative mass retained on the #50 sieve 1011.7 grams
Cumulative mass retained on the #100 sieve 1093.9 grams
Cumulative mass retained on the #200 sieve 1147.1 grams
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 97.1 %
Cumulative percent passing the 1/4 in. sieve 80.4 %
Cumulative percent passing the #4 sieve 70 %
Cumulative percent passing the #8 sieve 51.7 %
Cumulative percent passing the #16 sieve 38.6 %
Cumulative percent passing the #30 sieve 29.2 %
Cumulative percent passing the #50 sieve 21.2 %
Cumulative percent passing the #100 sieve 14.8 %
Cumulative percent passing the #200 sieve 10.68 %

Test 2 of 3

DIME Test ID: 2021-08-24-19-2
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: 09/09/2021
Date Tested: 08/27/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1568.4 grams
Mass of container filled with the sample and water for Sample 1 8279.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.508

Test 3 of 3

DIME Test ID: 2021-08-24-19-3
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 09/09/2021
Date Tested: 08/26/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Asphalt Binder Content 5.51 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.