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Sample Record for 2017-12-22-14

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: 2017-12-22-14
TL Number from the TL Form: HMA TL Number
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: 12/22/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2017
The quantity of what the sample constitutes: Unknown Quantity
A brief description of the sample: HMA Sample
From where was the sample collected: Source
Laboratory sample identification: HMA Sample ID
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Nevada Construction

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 6

DIME Test ID: 2017-12-22-14-1
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: 12/22/2017
Date Tested: 12/22/2017
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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.19 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 6

DIME Test ID: 2017-12-22-14-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
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:
Bulk Specific Gravity 2.441
Bulk Specific Gravity 2 2.405
Bulk Specific Gravity 3 2.414
Average Bulk Specific Gravity 2.411

Test 3 of 6

DIME Test ID: 2017-12-22-14-3
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: 12/22/2017
Date Tested: 12/22/2017
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 2.518
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 6

DIME Test ID: 2017-12-22-14-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
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:
Percent Air Voids 4.2 %
Percent Air Voids 2 4.5 %
Percent Air Voids 3 4.1 %
Percent Air Voids Average 4.3 %

Test 5 of 6

DIME Test ID: 2017-12-22-14-5
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 12/22/2017.
Reason: corrected

Test 6 of 6

DIME Test ID: 2017-12-22-14-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
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 180 psi
Average Wet Tensile Strength 175 psi
Tensile Strength Ratio 97