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Sample Record for 2018-02-27-14

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Project Information

Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-42.1/46.0
Work Description: COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location Description: TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Rd., Redding, CA 96049
Resident Engineer: Anthony Granados Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-02-27-14
TL Number from the TL Form: 852086
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 02/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2018
The quantity of what the sample constitutes: JMF
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77291B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis, Inc - Northstate Asphalt - Redding, CA

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: 1/2-inch
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2018-02-27-14-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 03/27/2018
Date Tested: 03/02/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Asphalt Binder Content 5.63 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2018-02-27-14-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/27/2018
Date Tested: 03/02/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 1495.6 grams
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 61 grams
Cumulative mass retained on the 3/8 in. sieve 241 grams
Mass retained on the 1/4 in. sieve 519.6 grams
Cumulative mass retained on the #4 sieve 656.5 grams
Cumulative mass retained on the #8 sieve 893.6 grams
Cumulative mass retained on the #16 sieve 1059.3 grams
Cumulative mass retained on the #30 sieve 1175.8 grams
Cumulative mass retained on the #50 sieve 1267.3 grams
Cumulative mass retained on the #100 sieve 1328.9 grams
Cumulative mass retained on the #200 sieve 1368 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 84 %
Cumulative percent passing the 1/4 in. sieve 65 %
Cumulative percent passing the #4 sieve 56 %
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 9 %

Test 3 of 3

DIME Test ID: 2018-02-27-14-3
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: 03/27/2018
Date Tested: 03/02/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Number of tests 1
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 1553.0 grams
Mass of container filled with the sample and water for Sample 1 8314.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.535

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.