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Sample Record for 2019-04-25-10

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Project Information

Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-R7.6/18.3
Work Description: PAVEMENT PRESERVATION
Location Description: SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-25-10
TL Number from the TL Form: 001905
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: 04/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77849B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: 1/2-inch
Aggregate Source: Unknown
RAP Stockpile: Static
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: 2019-04-25-10-1
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: 05/23/2019
Date Tested: 04/26/2019
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 6.19 %
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 2 of 3

DIME Test ID: 2019-04-25-10-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/23/2019
Date Tested: 04/26/2019
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 1506.8 grams
Cumulative 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 111.4 grams
Cumulative mass retained on the 3/8 in. sieve 264.7 grams
Cumulative mass retained on the 1/4 in. sieve 522.2 grams
Cumulative mass retained on the #4 sieve 644.4 grams
Cumulative mass retained on the #8 sieve 869.5 grams
Cumulative mass retained on the #16 sieve 1040.9 grams
Cumulative mass retained on the #30 sieve 1165 grams
Cumulative mass retained on the #50 sieve 1262.1 grams
Cumulative mass retained on the #100 sieve 1332.6 grams
Cumulative mass retained on the #200 sieve 1374.8 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 92.6 %
Cumulative percent passing the 3/8 in. sieve 82.4 %
Cumulative percent passing the 1/4 in. sieve 65.3 %
Cumulative percent passing the #4 sieve 57.2 %
Cumulative percent passing the #8 sieve 42.3 %
Cumulative percent passing the #16 sieve 30.9 %
Cumulative percent passing the #30 sieve 22.7 %
Cumulative percent passing the #50 sieve 16.2 %
Cumulative percent passing the #100 sieve 11.6 %
Cumulative percent passing the #200 sieve 8.76 %

Test 3 of 3

DIME Test ID: 2019-04-25-10-3
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: 05/23/2019
Date Tested: 04/26/2019
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 7372.0 grams
Mass of oven-dry sample in air for Sample 1 1614.0 grams
Mass of container filled with the sample and water for Sample 1 8344.0 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.514
Theoretical maximum density at 25°C (77°F) no data