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Sample Record for 2018-05-15-42

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212845 DEA: 023H1304 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-47.0/56.5
Work Description: AC OVERLAY, REPLACE AC SURFACE, RUMBLE STRIP, GUARDRAIL
Location Description: LASSEN COUNTY AT AND NEAR JANESVILLE FROM 1.9 MILES SOUTH OF LAKECREST DRIVE TO 0.2 MILE NORTH OF SUNNYSIDE ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: JOHN YOLTON Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-05-15-42
TL Number from the TL Form: 894811
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: 05/15/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2018
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: D77394B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Ward Lake

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2018-05-15-42-1
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: 08/23/2018
Date Tested: 05/22/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 5.96 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2018-05-15-42-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/23/2018
Date Tested: 05/23/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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:
Cumulative percent passing the 2 in. sieve no data
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 98.6 %
Cumulative percent passing the 1/4 in. sieve 76.9 %
Cumulative percent passing the #4 sieve 65.8 %
Cumulative percent passing the #8 sieve 45.5 %
Cumulative percent passing the #16 sieve 32.8 %
Cumulative percent passing the #30 sieve 24.8 %
Cumulative percent passing the #50 sieve 18.5 %
Cumulative percent passing the #100 sieve 13.1 %
Cumulative percent passing the #200 sieve 9.37 %

Test 3 of 3

DIME Test ID: 2018-05-15-42-3
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: 08/23/2018
Date Tested: 05/22/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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
Specific Gravity for Sample 1 2.489
Theoretical maximum density at 25°C (77°F) no data

Tests Assigned to this Sample

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