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Sample Record for 2020-06-11-59

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Project Information

Project ID: 213887 DEA: 024H2604 EFIS: 0218000100 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97-R11.5/17.1
Work Description: COLD PLANE AC, REPLACE AC SURFACING, PLACE AC, RUMBLE STRIP & STRIPE.
Location Description: SISKIYOU COUNTY ABOUT 12 MILES NORTH OF WEED FROM YELLOW BUTTE ROAD TO 0.6 MILE NORTH OF DEER MOUNTAIN ROAD
Contractor Name: ROCKY MOUNTAIN CONSTRUCTION, LLC.
Contractor Address: 4815 Tingley Lane #A, Klamath Falls, OR 97603
Resident Engineer: Jeff O. Steppat Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-11-59
TL Number from the TL Form: 990769
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/11/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2020
The quantity of what the sample constitutes: JMF
A brief description of the sample: Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78474B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Truax Plant

Material Information

RAP Source: Truax Quarry
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-06-11-59-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 09/17/2020
Date Tested: 06/13/2020
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? Method A
Mass of HMA Sample prior to ignition 1581.4 g
Corrected Asphalt Binder Content 5.83 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2020-06-11-59-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/17/2020
Date Tested: 06/13/2020
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:
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 96.8 %
Cumulative percent passing the 3/8 in. sieve 86.4 %
Cumulative percent passing the 1/4 in. sieve 72.1 %
Cumulative percent passing the #4 sieve 63 %
Cumulative percent passing the #8 sieve 45.3 %
Cumulative percent passing the #16 sieve 32.9 %
Cumulative percent passing the #30 sieve 24.7 %
Cumulative percent passing the #50 sieve 18.6 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 10.6 %

Test 3 of 3

DIME Test ID: 2020-06-11-59-3
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: 09/17/2020
Date Tested: 06/13/2020
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 7338 grams
Mass of oven-dry sample in air for Sample 1 1659 grams
Mass of container filled with the sample and water for Sample 1 8343 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.534
Theoretical maximum density at 25°C (77°F) no data