Sample Record for 2017-12-18-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-12-18-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7266
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/18/2017
The quantity of what the sample constitutes: 2 concrete cylinders for 19 day test
A brief description of the sample: TEST
From where was the sample collected: Other
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TEST
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2017-12-18-2-1
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: 12/18/2017
Date Tested: 12/18/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.511
|
Theoretical maximum density at 25°C (77°F)
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no data
|
Test 2 of 3
DIME Test ID: 2017-12-18-2-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
This test has been superseded on 12/18/2017.
Reason: corrected
Test 3 of 3
DIME Test ID: 2017-12-18-2-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/18/2017
Date Tested: 12/18/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
143 psi
|
Average Wet Tensile Strength
|
84 psi
|
Tensile Strength Ratio
|
1.43
|