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Sample Record for 2020-06-18-41

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Project Information

Project ID: 214571 DEA: 020J1104 EFIS: 0219000062 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-33.1/42.1
Work Description: PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location Description: PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Jeff Steppat Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-18-41
TL Number from the TL Form: 734737
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78487B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products

Material Information

RAP Source: Sierra Cascade
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2020-06-18-41-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 10/02/2020
Date Tested: 06/20/2020
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 6.17 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 2 of 3

DIME Test ID: 2020-06-18-41-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/02/2020
Date Tested: 06/20/2020
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: does not comply
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1547.1 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 31.8 grams
Cumulative mass retained on the 3/8 in. sieve 157.5 grams
Mass retained on the 1/4 in. sieve 405 grams
Cumulative mass retained on the #4 sieve 538.8 grams
Cumulative mass retained on the #8 sieve 800 grams
Cumulative mass retained on the #16 sieve 993.2 grams
Cumulative mass retained on the #30 sieve 1131.4 grams
Cumulative mass retained on the #50 sieve 1244.5 grams
Cumulative mass retained on the #100 sieve 1332 grams
Cumulative mass retained on the #200 sieve 1387.2 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 97.9 %
Cumulative percent passing the 3/8 in. sieve 89.8 %
Cumulative percent passing the 1/4 in. sieve 73.8 %
Cumulative percent passing the #4 sieve 65.2 %
Cumulative percent passing the #8 sieve 48.3 %
Cumulative percent passing the #16 sieve 35.8 %
Cumulative percent passing the #30 sieve 26.9 %
Cumulative percent passing the #50 sieve 19.6 %
Cumulative percent passing the #100 sieve 13.9 %
Cumulative percent passing the #200 sieve 10.34 %

Test 3 of 3

DIME Test ID: 2020-06-18-41-3
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: 10/02/2020
Date Tested: 06/20/2020
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 7338.0 grams
Mass of oven-dry sample in air for Sample 1 1568.0 grams
Mass of container filled with the sample and water for Sample 1 8277.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.494

Tests Assigned to this Sample

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