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Sample Record for 2019-04-29-17

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Project Information

Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-26.3/29.2
Work Description: PAVEMENT OVERLAY
Location Description: SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: TOFAEL ANWAR Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-29-17
TL Number from the TL Form: 827790
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: 04/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2019
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: D77856B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit Facility

Material Information

RAP Source: Shaw Pit Facility
Aggregate Size: Fine
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2019-04-29-17-1
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: 05/30/2019
Date Tested: 05/01/2019
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 5.45 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2019-04-29-17-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/30/2019
Date Tested: 05/01/2019
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:
Total mass of material in the sample 1512.9 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 38.1 grams
Mass retained on the 1/4 in. sieve 336 grams
Cumulative mass retained on the #4 sieve 498.1 grams
Cumulative mass retained on the #8 sieve 809 grams
Cumulative mass retained on the #16 sieve 1004.5 grams
Cumulative mass retained on the #30 sieve 1124.3 grams
Cumulative mass retained on the #50 sieve 1209.8 grams
Cumulative mass retained on the #100 sieve 1273.8 grams
Cumulative mass retained on the #200 sieve 1323.8 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 97.5 %
Cumulative percent passing the 1/4 in. sieve 77.8 %
Cumulative percent passing the #4 sieve 67.1 %
Cumulative percent passing the #8 sieve 46.5 %
Cumulative percent passing the #16 sieve 33.6 %
Cumulative percent passing the #30 sieve 25.7 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 15.8 %
Cumulative percent passing the #200 sieve 12.5 %

Test 3 of 3

DIME Test ID: 2019-04-29-17-3
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: 05/30/2019
Date Tested: 04/30/2019
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 no data
Mass of container filled with water 7341.0 grams
Mass of oven-dry sample in air for Sample 1 1608.0 grams
Mass of container filled with the sample and water for Sample 1 8321.0 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.562

Tests Assigned to this Sample

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