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Sample Record for 2019-03-13-17

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

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-03-13-17
TL Number from the TL Form: D5
Sample Submitted By Organization: CT D05 - San Luis Obispo Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: Bags of RAP
From where was the sample collected: Other
Laboratory sample identification: 19-J-015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Paso Robles

Material Information

RAP Source: Papich Paso Robles
Aggregate Size: 1/2
Aggregate Source: Avenal
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2019-03-13-17-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/22/2019
Date Tested: 04/03/2019
Submitted By Organization: CT D05 - San Luis Obispo Field Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Total mass of material in the sample 1913.3 grams
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 18.8 grams
Cumulative mass retained on the 3/8 in. sieve 116.9 grams
Mass retained on the 1/4 in. sieve no data
Cumulative mass retained on the #4 sieve 453 grams
Cumulative mass retained on the #8 sieve 724.7 grams
Cumulative mass retained on the #16 sieve 1085.8 grams
Cumulative mass retained on the #30 sieve 1332.7 grams
Cumulative mass retained on the #50 sieve 1530.7 grams
Cumulative mass retained on the #100 sieve 1670.2 grams
Cumulative mass retained on the #200 sieve 1760 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 99 %
Cumulative percent passing the 3/8 in. sieve 93.9 %
Cumulative percent passing the 1/4 in. sieve no data
Cumulative percent passing the #4 sieve 76.3 %
Cumulative percent passing the #8 sieve 62.1 %
Cumulative percent passing the #16 sieve 43.2 %
Cumulative percent passing the #30 sieve 30.3 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 12.7 %
Cumulative percent passing the #200 sieve 8.01 %

Test 2 of 3

DIME Test ID: 2019-03-13-17-2
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: 04/22/2019
Date Tested: 02/28/2019
Submitted By Organization: CT D05 - San Luis Obispo Field Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Mass Determination Water
Specific Gravity for Sample 1 2.424
Specific Gravity for Sample 2 2.412
Specific Gravity for Sample 3 2.419
Average Specific Gravity 2.418
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2019-03-13-17-3
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: 04/22/2019
Date Tested: 02/28/2019
Submitted By Organization: CT D05 - San Luis Obispo Field Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Asphalt Binder Content 7.93 %
Correction Factor (Percent by mass of HMA Specimen) no data

Tests Assigned to this Sample

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