Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215609 DEA: 074W9404 EFIS: 0720000196
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-0.0/1.0
Work Description: COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
Contractor Name: Sully Miller
Contractor Address: 135 State College Blvd, Brea, Ca 92821
Resident Engineer: Susana Facio Structure Rep.: Unknown
DIME Sample ID: 2022-03-16-18
TL Number from the TL Form: ZA-565
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: 03/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/17/2022
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" RWMA-G 300191 RWMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0065
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Material-Irwindale
DIME Test ID: 2022-03-16-18-1
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: 03/22/2022
Date Tested: 03/18/2022
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
|
1538 grams
|
Mass of container filled with the sample and water for Sample 1
|
8244.8 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.357
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2022-03-16-18-2
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: 03/22/2022
Date Tested: 03/18/2022
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
|
no data
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
Mass of HMA Sample prior to ignition
|
1545.6 g
|
Corrected Asphalt Binder Content
|
8 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1420.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.09 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000.4 F
|