Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214649 DEA: 07316004 EFIS: 0715000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: George Boules
DIME Sample ID: 2024-03-14-41
TL Number from the TL Form: 914563
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: 03/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 221534 PAL VLO
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-041
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Palmdale
DIME Test ID: 2024-03-14-41-1
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: 03/21/2024
Date Tested: 03/20/2024
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 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
|
2525.7 grams
|
Mass of container filled with the sample and water for Sample 1
|
8889.4 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.537
|
Theoretical maximum density at 25°C (77°F)
|
157.9 lb/ft^3
|
DIME Test ID: 2024-03-14-41-2
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: 03/21/2024
Date Tested: 03/20/2024
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?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
4018.5 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6036.7 g
|
Mass of HMA Sample prior to ignition
|
2018.2 g
|
Corrected Asphalt Binder Content
|
5.26 %
|
Mass Loss
|
107.8 g
|
Mass of aggregate remaining after ignition
|
1910.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.08 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|