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: 2022-08-15-85
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: 08/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2022
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
DIME Test ID: 2022-08-15-85-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/21/2022
Date Tested: 09/01/2022
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
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
99.4 %
|
Cumulative percent passing the #4 sieve
|
75.7 %
|
Cumulative percent passing the #8 sieve
|
57.7 %
|
Cumulative percent passing the #16 sieve
|
42.6 %
|
Cumulative percent passing the #30 sieve
|
28.4 %
|
Cumulative percent passing the #50 sieve
|
18.6 %
|
Cumulative percent passing the #100 sieve
|
11.7 %
|
Cumulative percent passing the #200 sieve
|
6.6 %
|
DIME Test ID: 2022-08-15-85-2
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: 09/21/2022
Date Tested: 09/21/2022
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
|
4.73 %
|
DIME Test ID: 2022-08-15-85-3
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: 09/21/2022
Date Tested: 09/21/2022
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
|
2.470
|
Specific Gravity for Sample 2
|
2.473
|
Specific Gravity for Sample 3
|
2.473
|
Average Specific Gravity
|
2.472
|
Theoretical maximum density at 25°C (77°F)
|
no data
|