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Sample Record for 2018-01-01-10

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

Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-01-01-10
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/01/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/01/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/8-inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 3512 17-02-S1b
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SNC - Mustang Asphalt Plant

Material Information

RAP Source: Mustang Asphalt Plant
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown

Test Results

Test 1 of 7

DIME Test ID: 2018-01-01-10-1
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: 01/09/2018
Date Tested: 01/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 3
Mass Determination Air
Specific Gravity for Sample 1 2.459
Specific Gravity for Sample 2 2.471
Specific Gravity for Sample 3 2.461
Average Specific Gravity 2.464

Test 2 of 7

DIME Test ID: 2018-01-01-10-2
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 01/09/2018
Date Tested: 01/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 5.48 %

Test 3 of 7

DIME Test ID: 2018-01-01-10-3
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 01/09/2018
Date Tested: 01/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 5.56 %

Test 4 of 7

DIME Test ID: 2018-01-01-10-4
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 01/09/2018
Date Tested: 01/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 5.5 %

Test 5 of 7

DIME Test ID: 2018-01-01-10-5
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/09/2018
Date Tested: 01/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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:
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 99.8 %
Cumulative percent passing the 3/8 in. sieve 94 %
Cumulative percent passing the 1/4 in. sieve 80 %
Cumulative percent passing the #4 sieve 66 %
Cumulative percent passing the #8 sieve 46.5 %
Cumulative percent passing the #16 sieve 34.9 %
Cumulative percent passing the #30 sieve 27.1 %
Cumulative percent passing the #50 sieve 20.2 %
Cumulative percent passing the #100 sieve 14.2 %
Cumulative percent passing the #200 sieve 10 %

Test 6 of 7

DIME Test ID: 2018-01-01-10-6
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/09/2018
Date Tested: 01/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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:
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 99.3 %
Cumulative percent passing the 3/8 in. sieve 94.7 %
Cumulative percent passing the 1/4 in. sieve 80.75 %
Cumulative percent passing the #4 sieve 66.8 %
Cumulative percent passing the #8 sieve 47.2 %
Cumulative percent passing the #16 sieve 35.5 %
Cumulative percent passing the #30 sieve 27.2 %
Cumulative percent passing the #50 sieve 20.4 %
Cumulative percent passing the #100 sieve 14.7 %
Cumulative percent passing the #200 sieve 10.8 %

Test 7 of 7

DIME Test ID: 2018-01-01-10-7
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/09/2018
Date Tested: 01/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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:
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 99.7 %
Cumulative percent passing the 3/8 in. sieve 94.2 %
Cumulative percent passing the 1/4 in. sieve 80.2 %
Cumulative percent passing the #4 sieve 66.2 %
Cumulative percent passing the #8 sieve 46.1 %
Cumulative percent passing the #16 sieve 35.3 %
Cumulative percent passing the #30 sieve 27 %
Cumulative percent passing the #50 sieve 20.3 %
Cumulative percent passing the #100 sieve 14.3 %
Cumulative percent passing the #200 sieve 10.2 %

Tests Assigned to this Sample

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