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Sample Record for 2022-11-01-119

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

Project Information

Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-11-01-119
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: 11/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2022
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Avenal

Material Information

RAP Source: Stockpile at Plant
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-11-01-119-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/13/2022
Date Tested: 12/13/2022
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: Submitted from JMF - Michael Davis
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 98.9 %
Cumulative percent passing the 3/8 in. sieve 80.6 %
Cumulative percent passing the #4 sieve 69.3 %
Cumulative percent passing the #8 sieve 54.5 %
Cumulative percent passing the #16 sieve 43.1 %
Cumulative percent passing the #30 sieve 33.7 %
Cumulative percent passing the #50 sieve 23.5 %
Cumulative percent passing the #100 sieve 14.6 %
Cumulative percent passing the #200 sieve 8.5 %

Test 2 of 3

DIME Test ID: 2022-11-01-119-2
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: 12/13/2022
Date Tested: 12/13/2022
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: Submitted from JMF - Michael Davis
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 5.08 %

Test 3 of 3

DIME Test ID: 2022-11-01-119-3
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: 12/13/2022
Date Tested: 12/13/2022
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: Submitted from JMF - Michael Davis
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 2.502
Specific Gravity for Sample 2 2.503
Specific Gravity for Sample 3 2.497
Average Specific Gravity 2.501
Theoretical maximum density at 25°C (77°F) no data