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Sample Record for 2020-06-10-44

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Project Information

Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery

Sample Information

DIME Sample ID: 2020-06-10-44
TL Number from the TL Form: 896984
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: 06/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78467B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2020-06-10-44-1
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: 09/03/2020
Date Tested: 06/13/2020
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 4.65 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 2 of 3

DIME Test ID: 2020-06-10-44-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/03/2020
Date Tested: 06/13/2020
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 1553 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 10.7 grams
Mass retained on the 1/4 in. sieve 306.5 grams
Cumulative mass retained on the #4 sieve 516.2 grams
Cumulative mass retained on the #8 sieve 875 grams
Cumulative mass retained on the #16 sieve 1076.2 grams
Cumulative mass retained on the #30 sieve 1193.1 grams
Cumulative mass retained on the #50 sieve 1283.9 grams
Cumulative mass retained on the #100 sieve 1365.1 grams
Cumulative mass retained on the #200 sieve 1420 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 99.3 %
Cumulative percent passing the 1/4 in. sieve 80.3 %
Cumulative percent passing the #4 sieve 66.8 %
Cumulative percent passing the #8 sieve 43.7 %
Cumulative percent passing the #16 sieve 30.7 %
Cumulative percent passing the #30 sieve 23.2 %
Cumulative percent passing the #50 sieve 17.3 %
Cumulative percent passing the #100 sieve 12.1 %
Cumulative percent passing the #200 sieve 8.56 %

Test 3 of 3

DIME Test ID: 2020-06-10-44-3
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: 09/03/2020
Date Tested: 06/13/2020
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 1681.0 grams
Mass of container filled with the sample and water for Sample 1 8349.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.506

Tests Assigned to this Sample

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