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Sample Record for 2020-06-08-45

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Project Information

Project ID: 214589 DEA: 020J1604 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-284-0.0/8.3
Work Description: PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location Description: PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-08-45
TL Number from the TL Form: 896981
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: 06/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2020
The quantity of what the sample constitutes: JMF Verification and PSE
A brief description of the sample: Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78460B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant, Litchfield, CA

Material Information

RAP Source: Ward Lake
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons): 1000

Test Results

Test 1 of 3

DIME Test ID: 2020-06-08-45-1
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: 08/25/2020
Date Tested: 06/10/2020
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:
Test procedure used? Method A
Asphalt Binder Content 5.76 %
Mass of HMA prior to ignition 1395.1 g
Mass of aggregate remaining after ignition 1314.7 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2020-06-08-45-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/25/2020
Date Tested: 06/10/2020
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:
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1314.7 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 14 grams
Mass retained on the 1/4 in. sieve 218.6 grams
Cumulative mass retained on the #4 sieve 386.4 grams
Cumulative mass retained on the #8 sieve 672.8 grams
Cumulative mass retained on the #16 sieve 848.4 grams
Cumulative mass retained on the #30 sieve 965.5 grams
Cumulative mass retained on the #50 sieve 1057.9 grams
Cumulative mass retained on the #100 sieve 1138.5 grams
Cumulative mass retained on the #200 sieve 1189.9 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 98.9 %
Cumulative percent passing the 1/4 in. sieve 83.4 %
Cumulative percent passing the #4 sieve 70.6 %
Cumulative percent passing the #8 sieve 48.8 %
Cumulative percent passing the #16 sieve 35.5 %
Cumulative percent passing the #30 sieve 26.6 %
Cumulative percent passing the #50 sieve 19.5 %
Cumulative percent passing the #100 sieve 13.4 %
Cumulative percent passing the #200 sieve 9.49 %

Test 3 of 3

DIME Test ID: 2020-06-08-45-3
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: 08/25/2020
Date Tested: 06/10/2020
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 1592.0 grams
Mass of container filled with the sample and water for Sample 1 8294.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.501

Tests Assigned to this Sample

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