Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2020-05-08-34
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: 05/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2020
The quantity of what the sample constitutes: 2 Bags of RAP
A brief description of the sample: T209 - 2
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Rock and Asphalt
DIME Test ID: 2020-05-08-34-1
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: 10/06/2020
Date Tested: 05/08/2020
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:
Test Result Compliance:
Additional Comments When Verified:
|
Corrected Asphalt Binder Content
|
4.7 %
|
DIME Test ID: 2020-05-08-34-2
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: 10/06/2020
Date Tested: 05/08/2020
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:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.476
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-05-08-34-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/06/2020
Date Tested: 05/08/2020
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:
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
98 %
|
|
Cumulative percent passing the #4 sieve
|
82 %
|
|
Cumulative percent passing the #8 sieve
|
73 %
|
|
Cumulative percent passing the #16 sieve
|
67 %
|
|
Cumulative percent passing the #30 sieve
|
46 %
|
|
Cumulative percent passing the #50 sieve
|
30 %
|
|
Cumulative percent passing the #100 sieve
|
18 %
|
|
Cumulative percent passing the #200 sieve
|
9.7 %
|
