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Sample Record for 2021-05-13-36

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Project Information

Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,MOD-139,299-VAR
Work Description: PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location Description: LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Contractor Name: PAR ELECTRICAL CONTRACTORS INC
Contractor Address: 1465 WEST FOURTH STREET, RENO, NV 89503
Resident Engineer: Mike Zdenek Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2021-05-13-36
TL Number from the TL Form: 765846
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: 05/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78796B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA

Material Information

RAP Source: Hat Creek Construction and Materials, Shaw Pit Facility, Lookout, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2021-05-13-36-1
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: 07/15/2021
Date Tested: 05/17/2021
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:
Test procedure used? Method A
Asphalt Binder Content 6.80 %
Mass of HMA prior to ignition 1645.1 g
Mass of aggregate remaining after ignition 1533.2 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-05-13-36-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/15/2021
Date Tested: 05/18/2021
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 1536.8 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 10.4 grams
Mass retained on the 1/4 in. sieve 208.8 grams
Cumulative mass retained on the #4 sieve 371.8 grams
Cumulative mass retained on the #8 sieve 689.4 grams
Cumulative mass retained on the #16 sieve 912 grams
Cumulative mass retained on the #30 sieve 1059.8 grams
Cumulative mass retained on the #50 sieve 1172.7 grams
Cumulative mass retained on the #100 sieve 1261.5 grams
Cumulative mass retained on the #200 sieve 1326.4 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 86.4 %
Cumulative percent passing the #4 sieve 75.8 %
Cumulative percent passing the #8 sieve 55.1 %
Cumulative percent passing the #16 sieve 40.7 %
Cumulative percent passing the #30 sieve 31 %
Cumulative percent passing the #50 sieve 23.7 %
Cumulative percent passing the #100 sieve 17.9 %
Cumulative percent passing the #200 sieve 13.69 %

Test 3 of 3

DIME Test ID: 2021-05-13-36-3
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: 07/15/2021
Date Tested: 05/17/2021
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 1553.5 grams
Mass of container filled with the sample and water for Sample 1 8267.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.493

Tests Assigned to this Sample

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