Print Report | Back to Sample Detail

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: Department 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

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

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 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 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

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 grams
Mass of oven-dry sample in air for Sample 1 1652 grams
Mass of container filled with the sample and water for Sample 1 8370 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.517
Theoretical maximum density at 25°C (77°F) no data