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Sample Record for 2021-08-30-29

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Project Information

Project ID: 215393 DEA: 021J5104 EFIS: 0220000086 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,MOD-139-57.0/66.635,0.0/0.1
Work Description: PERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A).
Location Description: LASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-30-29
TL Number from the TL Form: 848954
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2021
The quantity of what the sample constitutes: PSE 1 bag at 286 Tons
A brief description of the sample: 3/8 inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78933
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: Hat Creek Construction
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-08-30-29-1
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: 09/09/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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
What is the unit of measurement for theoretical density? US Units
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 1650.6 grams
Mass of container filled with the sample and water for Sample 1 8328.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.507
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 3

DIME Test ID: 2021-08-30-29-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 09/09/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.86 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 3

DIME Test ID: 2021-08-30-29-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/09/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
Is an aggregate correction factor used? No
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 99.5 %
Cumulative percent passing the 1/4 in. sieve 88 %
Cumulative percent passing the #4 sieve 78.5 %
Cumulative percent passing the #8 sieve 58.2 %
Cumulative percent passing the #16 sieve 42.7 %
Cumulative percent passing the #30 sieve 32.1 %
Cumulative percent passing the #50 sieve 24.3 %
Cumulative percent passing the #100 sieve 18.2 %
Cumulative percent passing the #200 sieve 13.6 %