Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995198 DEA: 072XC404 EFIS: 0723000083
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-9.609999999999999/9.609999999999999
Work Description:
Location Description:
Contractor Name: Powell Constructors Inc.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-12-05-43
TL Number from the TL Form: 019747
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/08/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 220831A SVA LTR
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-614
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley
DIME Test ID: 2023-12-05-43-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/12/2023
Date Tested: 12/12/2023
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) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7359.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2527.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8883 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.519
|
|
Theoretical maximum density at 25°C (77°F)
|
156.8 lb/ft^3
|
DIME Test ID: 2023-12-05-43-2
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: 12/12/2023
Date Tested: 12/12/2023
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4024.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6095.1 g
|
|
Mass of HMA Sample prior to ignition
|
2071 g
|
|
Corrected Asphalt Binder Content
|
4.6 %
|
|
Mass Loss
|
105.6 g
|
|
Mass of aggregate remaining after ignition
|
1965.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.5 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-12-05-43-3
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: 12/12/2023
Date Tested: 12/12/2023
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4024.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6095.1 g
|
|
Mass of HMA Sample prior to ignition
|
2071 g
|
|
Corrected Asphalt Binder Content
|
4.6 %
|
|
Mass Loss
|
105.6 g
|
|
Mass of aggregate remaining after ignition
|
1965.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.5 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|