Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994509 DEA: 101R4004 EFIS: 1023000140
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER,MER/MER-5,59,152-22.6/32.5
Work Description:
Location Description:
Contractor Name: George Reed
Contractor Address: P.O. Box 4760, Modesto, CA 95352
Resident Engineer: Tofael Anwar Structure Rep.: Unknown
DIME Sample ID: 2023-03-06-29
TL Number from the TL Form: C994588
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: 03/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-12
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Munn & Perkins Plant
DIME Test ID: 2023-03-06-29-1
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: 03/09/2023
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?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2168 g
|
Corrected Asphalt Binder Content
|
4.78 %
|
Mass Loss
|
117.7 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
0.51 %
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-03-06-29-2
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: 04/19/2023
Date Tested: 03/08/2023
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 Samples
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Water
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of oven-dry sample in air for Sample 1
|
2520.6 grams
|
Mass of container submerged in water for Sample 1
|
7424.2 grams
|
Mass of the sample and container in water for Sample 1
|
8924.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.47
|
Theoretical maximum density at 25°C (77°F)
|
2462.8 kg/m^3
|