Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: YYZ
Contractor Address: 1234 address, Sacramento, CA 95824
Resident Engineer: RE_first RE_last Structure Rep.: SR_First SR_Last
DIME Sample ID: 2018-10-05-18
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Sample Organization Contact: (562) 500-5861
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/05/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2018
The quantity of what the sample constitutes: 1
A brief description of the sample: THINH
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAAA
DIME Test ID: 2018-10-05-18-1
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: 10/19/2018
Date Tested: 10/04/2018
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
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
|
4.70 %
|
|
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
|
DIME Test ID: 2018-10-05-18-2
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: 10/19/2018
Date Tested: 10/04/2018
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
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
|
2.416
|
|
Bulk Specific Gravity 2
|
2.419
|
|
Bulk Specific Gravity 3
|
2.418
|
|
Average Bulk Specific Gravity
|
2.418
|
DIME Test ID: 2018-10-05-18-3
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: 10/19/2018
Date Tested: 10/04/2018
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
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
|
Water
|
|
Specific Gravity for Sample 1
|
2.518
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2018-10-05-18-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/19/2018
Date Tested: 10/03/2018
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
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
|
4.0 %
|
|
Percent Air Voids 2
|
3.9 %
|
|
Percent Air Voids 3
|
3.9 %
|
|
Percent Air Voids Average
|
4.0 %
|
DIME Test ID: 2018-10-05-18-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/19/2018
Date Tested: 10/03/2018
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
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
|
135.2 psi
|
|
Average Wet Tensile Strength
|
126.1 psi
|
|
Tensile Strength Ratio
|
1
|
DIME Test ID: 2018-10-05-18-6
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
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
Data has not been verified.
