Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208942 DEA: 100Y2104 EFIS: 1013000104 COOP: 10415
QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-108-R4.3/R5.1
Work Description: MODIFY AND WIDEN STRUCTURE
Location Description: AT PEACEFUL OAK ROAD INTERCHANGE ,PART OF EAST SONORA BYPASS
Contractor Name: SIERRA MOUNTAIN CONSTRUCTION INC.
Contractor Address: 13919 Mono Way, Sonora, CA 95370
Resident Engineer: Corey Casey Structure Rep.: Ehab Wahed
DIME Sample ID: 2022-08-02-24
TL Number from the TL Form: 034446
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/03/2022
The quantity of what the sample constitutes: 2 boxs
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-H-111
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Table Mountain Plant
DIME Test ID: 2022-08-02-24-1
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: 04/19/2023
Date Tested: 08/04/2022
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
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
|
Water
|
Specific Gravity for Sample 1
|
2.471
|
Theoretical maximum density at 25°C (77°F)
|
153.8 lb/ft^3
|
DIME Test ID: 2022-08-02-24-2
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: 04/19/2023
Date Tested: 08/04/2022
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.99 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.52 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|