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: 2022-06-13-65
TL Number from the TL Form:
Sample Submitted By Organization: Garco Testing Laboratories
Sample Organization Contact: (209) 812-5420
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2022
The quantity of what the sample constitutes: 25%
A brief description of the sample: 3/8" RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GCC
DIME Test ID: 2022-06-13-65-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
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 %
|
|
Cumulative percent passing the #4 sieve
|
74 %
|
|
Cumulative percent passing the #8 sieve
|
54 %
|
|
Cumulative percent passing the #16 sieve
|
42 %
|
|
Cumulative percent passing the #30 sieve
|
32 %
|
|
Cumulative percent passing the #50 sieve
|
23 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
11.2 %
|
DIME Test ID: 2022-06-13-65-2
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: 08/22/2022
Date Tested: 02/17/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
Test Result Compliance:
Additional Comments When Verified:
|
Corrected Asphalt Binder Content
|
5.71 %
|
DIME Test ID: 2022-06-13-65-3
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: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
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
|
2.58
|
|
Specific Gravity for Sample 2
|
2.584
|
|
Specific Gravity for Sample 3
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2.585
|
|
Average Specific Gravity
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2.583
|
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Theoretical maximum density at 25°C (77°F)
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no data
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