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Sample Record for 2019-05-29-24

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Project Information

Project ID: 213791 DEA: 024H2204 EFIS: 0218000096 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-28.0/34.0
Work Description: PAVEMENT OVERLAY.
Location Description: SISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD
Contractor Name: STIMPEL-WIEBELHAUS ASSOC.
Contractor Address: P.O. BOX 492335, REDDING, CA 96049
Resident Engineer: Nicole Mallory Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-05-29-24
TL Number from the TL Form: 991047
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: 05/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined RAP, -3/8-inch
From where was the sample collected: Manufacturer
Laboratory sample identification: D77899B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt

Material Information

RAP Source: Fawndale Rock and Asphalt
Aggregate Size: Combined, 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2019-05-29-24-1
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: 07/05/2019
Date Tested: 06/04/2019
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 no data
Corrected Asphalt Binder Content 6.11 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test

DIME Test ID: 2019-05-29-24-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/05/2019
Date Tested: 06/04/2019
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:
Total mass of material in the sample 1527.2 grams
Cumulative mass retained on the 2 in. sieve no data0 grams
Cumulative mass retained on the 1 1/2 in. sieve no data0 grams
Cumulative mass retained on the 1 in. sieve no data0 grams
Cumulative mass retained on the 3/4 in. sieve no data0 grams
Cumulative mass retained on the 1/2 in. sieve no data0 grams
Cumulative mass retained on the 3/8 in. sieve 38.2 grams
Cumulative mass retained on the 1/4 in. sieve 259.4 grams
Cumulative mass retained on the #4 sieve 422.3 grams
Cumulative mass retained on the #8 sieve 717.5 grams
Cumulative mass retained on the #16 sieve 941.9 grams
Cumulative mass retained on the #30 sieve 1101 grams
Cumulative mass retained on the #50 sieve 1213.4 grams
Cumulative mass retained on the #100 sieve 1292.3 grams
Cumulative mass retained on the #200 sieve 1346.1 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 97.5 %
Cumulative percent passing the 1/4 in. sieve 83 %
Cumulative percent passing the #4 sieve 72.3 %
Cumulative percent passing the #8 sieve 53 %
Cumulative percent passing the #16 sieve 38.3 %
Cumulative percent passing the #30 sieve 27.9 %
Cumulative percent passing the #50 sieve 20.5 %
Cumulative percent passing the #100 sieve 15.4 %
Cumulative percent passing the #200 sieve 11.86 %

Test

DIME Test ID: 2019-05-29-24-3
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: 07/05/2019
Date Tested: 06/04/2019
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 no data
Mass of container filled with water 7341 grams
Mass of oven-dry sample in air for Sample 1 1585 grams
Mass of container filled with the sample and water for Sample 1 8302 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.538
Theoretical maximum density at 25°C (77°F) no data