Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994501 DEA: 072XE904 EFIS: 0723000103
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-71-R1.52/1.60
Work Description: Saw cut around the localized failed area (digouts) to remove the AC pavement, replace with HMA-A and replace any pavement delineation and pavement markers that are removed.
Location Description: In Los Angeles County, in the City of Pomona, on both the southbound and northbound directions of LA 71, from Valley Blvd (PM R1.52) to Mission Blvd (PM 1.60).
Contractor Name: RJ Noble Company
Contractor Address: 15505 E. Lincoln Ave., Orange, CA 92865
Resident Engineer: Hai Hong Structure Rep.: Unknown
DIME Sample ID: 2023-03-26-5
TL Number from the TL Form: 0326C2
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: 03/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2023
The quantity of what the sample constitutes: 1000 tons
A brief description of the sample: 3/4" HMA-A 36R2508SPWEO
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-032
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Orange
DIME Test ID: 2023-03-26-5-1
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: 04/13/2023
Date Tested: 03/29/2023
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 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
|
2516.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8876.8 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: 2023-03-26-5-2
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: 04/13/2023
Date Tested: 03/29/2023
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:
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4014.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6034.8 g
|
|
Mass of HMA Sample prior to ignition
|
2020.5 g
|
|
Corrected Asphalt Binder Content
|
5.12 %
|
|
Mass Loss
|
110.3 g
|
|
Mass of aggregate remaining after ignition
|
1910.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.34 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
|
538 C
|
