Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214336 DEA: 07302404 EFIS: 0713000488
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2023-02-03-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2023
The quantity of what the sample constitutes: 1600 tons
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: C10323B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Santa Paula
DIME Test ID: 2023-02-03-38-1
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: 02/13/2023
Date Tested: 02/09/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7359.3 grams
|
Mass of oven-dry sample in air for Sample 1
|
2527.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8850.5 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.440
|
Theoretical maximum density at 25°C (77°F)
|
151.9 lb/ft^3
|
DIME Test ID: 2023-02-03-38-2
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: 02/13/2023
Date Tested: 02/09/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
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
|
4016.9 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6081.7 g
|
Mass of HMA Sample prior to ignition
|
2064.8 g
|
Corrected Asphalt Binder Content
|
7.36 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1911.8 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.05 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
1000.4 F
|