Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215364 DEA: 07333204 EFIS: 0716000301
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-.8/.8
Work Description: INSTALL SOLAR PV POWERED LIGHTING SYSTEM.
Location Description: IN KERN COUNTY NEAR LEBEC AT VARIOUS LOCATIONS FROM OFF-RAMP OF NORTHBOUND REST AREA TO 0.1 MILE NORTH OF OFF-RAMP OF SOUTHBOUND REST AREA.
Contractor Name: GENUINE ENGINEERING INC
Contractor Address: 11762 De Palma Road,Suite 1C, PMB 225, Corona, CA 92883
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong
DIME Sample ID: 2022-08-30-37
TL Number from the TL Form: 019435
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: 08/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2022
The quantity of what the sample constitutes: 17.15 tons
A brief description of the sample: 3/4" HMA-A 220831 SVA SJR
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0248
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley
DIME Test ID: 2022-08-30-37-1
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: 08/31/2022
Date Tested: 08/31/2022
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
|
2548.0 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8905.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.543
|
|
Theoretical maximum density at 25°C (77°F)
|
158.3 lb/ft^3
|
DIME Test ID: 2022-08-30-37-2
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: 08/31/2022
Date Tested: 08/31/2022
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
|
2051.9 g
|
|
Corrected Asphalt Binder Content
|
4.40 %
|
|
Mass Loss
|
no data
|
|
Mass of aggregate remaining after ignition
|
1953.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.39 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
1000.4 F
|
