Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994753 DEA: 061E8404 EFIS: 0622000104
QA Service Level: 1
DIST-CO-RTE-PM: 06---
Work Description:
Location Description:
Contractor Name: Griffith Co.
Contractor Address: 12200 Bloomfield Ave, Santa Fe Springs, CA 90670
Resident Engineer: Trever Shiplee Structure Rep.: Unknown
DIME Sample ID: 2023-06-28-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2023
The quantity of what the sample constitutes: 10 box HMA
A brief description of the sample: 3/4" hma TYPE A
From where was the sample collected: Source
Laboratory sample identification: L1SL7
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
DIME Test ID: 2023-06-28-21-1
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: 06/29/2023
Date Tested: 06/29/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L1SL7
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7328.4 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2542.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8888.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.588
|
|
Theoretical maximum density at 25°C (77°F)
|
2580.5 kg/m^3
|
DIME Test ID: 2023-06-28-21-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/29/2023
Date Tested: 06/29/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L1SL7
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3946.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6003.1 g
|
|
Mass of HMA Sample prior to ignition
|
2056.8 g
|
|
Corrected Asphalt Binder Content
|
4.86 %
|
|
Mass Loss
|
109.0 g
|
|
Mass of aggregate remaining after ignition
|
1947.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.44 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-06-28-21-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 07/13/2023
Date Tested: 07/03/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L1SL7
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.399
|
|
Bulk Specific Gravity 2
|
2.385
|
|
Average Bulk Specific Gravity
|
2.392
|
