Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993316 DEA: 07325304 EFIS: 0716000083
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R1.5/R10.2
Work Description: CONSTRUCT STORM WATER TREATMENT DEVICES AND IMPORTED BORROW.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF ROUTE 118/27 SEPARATION TO 0.2 MILE EAST OF SEPULVEDA BOULEVARD UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC.
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Arturo Lao Structure Rep.: George Boules
DIME Sample ID: 2022-10-27-46
TL Number from the TL Form: 924319
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: 10/27/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2022
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 105793
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0336
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Irwindale
DIME Test ID: 2022-10-27-46-1
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: 11/07/2022
Date Tested: 10/31/2022
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
|
2553.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8893.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.505
|
|
Theoretical maximum density at 25°C (77°F)
|
155.9 lb/ft^3
|
DIME Test ID: 2022-10-27-46-2
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: 11/07/2022
Date Tested: 10/31/2022
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
|
2076.8 g
|
|
Corrected Asphalt Binder Content
|
4.71 %
|
|
Mass Loss
|
no data
|
|
Mass of aggregate remaining after ignition
|
1972.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.32 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
1000.4 F
|
