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Sample Record for 2018-04-02-4

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

Project Information

Project ID: 212886 DEA: 023H1204 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-R0.0/R22.4
Work Description: COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR
Location Description: TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Henry Benner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-04-02-4
TL Number from the TL Form: 852090
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/02/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2018
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 17-07-P07, D77311B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc - Northstate Asphalt - Redding, CA

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: Combined
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: 2018-04-02-4-1
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: 04/06/2018
Date Tested: 04/04/2018
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: 5.33 est. Pbr
Test Result Compliance: not applicable
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 6.22 %
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: 2018-04-02-4-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/06/2018
Date Tested: 04/04/2018
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: Uncorrected values.
Test Result Compliance: not applicable
Additional Comments When Verified:
Total mass of material in the sample 1584.5 grams
Cumulative mass retained on the 2 in. sieve no data
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 65.9 grams
Cumulative mass retained on the 3/8 in. sieve 241.7 grams
Cumulative mass retained on the 1/4 in. sieve 520.2 grams
Cumulative mass retained on the #4 sieve 685 grams
Cumulative mass retained on the #8 sieve 947.5 grams
Cumulative mass retained on the #16 sieve 1124.5 grams
Cumulative mass retained on the #30 sieve 1244.3 grams
Cumulative mass retained on the #50 sieve 1340.8 grams
Cumulative mass retained on the #100 sieve 1411.2 grams
Cumulative mass retained on the #200 sieve 1456.8 grams
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 96 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the 1/4 in. sieve 67 %
Cumulative percent passing the #4 sieve 57 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 29 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 8 %

Test 3 of 3

DIME Test ID: 2018-04-02-4-3
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: 04/06/2018
Date Tested: 04/04/2018
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 7374.0 grams
Mass of oven-dry sample in air for Sample 1 1652.0 grams
Mass of container filled with the sample and water for Sample 1 8370.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.517
Theoretical maximum density at 25°C (77°F) no data