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Sample Record for 2019-01-04-10

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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: 2019-01-04-10
TL Number from the TL Form:
Sample Submitted By Organization: Sierra Pacific Materials
Sample Organization Contact: (805) 423-2327
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/04/2019
The quantity of what the sample constitutes: JMF
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification: TEM34SPLA
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Templeton

Material Information

RAP Source: Stockpile
Aggregate Size: 1/2
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2019-01-04-10-1
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: 02/01/2019
Date Tested: 01/04/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.463
Specific Gravity for Sample 2 2.459
Specific Gravity for Sample 3 2.467
Average Specific Gravity 2.463
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 5

DIME Test ID: 2019-01-04-10-2
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 02/01/2019
Date Tested: 01/04/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
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 98 %
Cumulative percent passing the 3/8 in. sieve 89 %
Cumulative percent passing the #4 sieve 69 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 29 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 8.8 %

Test 3 of 5

DIME Test ID: 2019-01-04-10-3
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 02/01/2019
Date Tested: 01/04/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
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 5.40 %
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 4 of 5

DIME Test ID: 2019-01-04-10-4
Test Method: CTM 202-Oct 2014: Method of Test for Determining Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 02/12/2019
Date Tested: 01/04/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What size aggregate is being tested? Combined Gradation
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 97 %
Cumulative percent passing the 3/8 in. sieve 89 %
Cumulative percent passing the #4 sieve 69 %
Cumulative percent passing the #8 sieve 55 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 9 %

Test 5 of 5

DIME Test ID: 2019-01-04-10-5
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/13/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 98 %
Cumulative percent passing the 3/8 in. sieve 89 %
Cumulative percent passing the 1/4 in. sieve 89 %
Cumulative percent passing the #4 sieve 69 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 29 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 8.8 %