Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2025-10-28-69
TL Number from the TL Form:
Sample Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Sample Organization Contact: (559) 793-0903
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2024
The quantity of what the sample constitutes: JMF
A brief description of the sample: Combined RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Madera Quarry
DIME Test ID: 2025-10-28-69-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/18/2025
Date Tested: 10/28/2025
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
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
|
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
|
89 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
64 %
|
|
Cumulative percent passing the #4 sieve
|
41 %
|
|
Cumulative percent passing the #8 sieve
|
29 %
|
|
Cumulative percent passing the #16 sieve
|
23 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
6.5 %
|
DIME Test ID: 2025-10-28-69-2
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: 11/18/2025
Date Tested: 10/28/2025
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test: Submitted from JMF - Michael Davis
Test Result Compliance:
Additional Comments When Verified:
|
Corrected Asphalt Binder Content
|
2.99 %
|
DIME Test ID: 2025-10-28-69-3
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: 11/18/2025
Date Tested: 10/28/2025
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
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
|
2.64
|
|
Specific Gravity for Sample 2
|
2.622
|
|
Specific Gravity for Sample 3
|
2.647
|
|
Average Specific Gravity
|
2.636
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
