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Sample Record for 2017-11-01-19

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2017-11-01-19
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: 11/01/2017
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2017
The quantity of what the sample constitutes: 1
A brief description of the sample: for JMF QC
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mustang

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2017-11-01-19-2
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: 11/01/2017
Date Tested: 11/01/2017
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bscott@altavistasolutions.com
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

Test 2 of 6

DIME Test ID: 2017-11-01-19-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/01/2017
Date Tested: 11/01/2017
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bscott@altavistasolutions.com
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 135.2 psi
Average Wet Tensile Strength 126.1 psi
Tensile Strength Ratio 93.3

Test 3 of 6

DIME Test ID: 2017-11-01-19-6
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 11/27/2017
Date Tested: 11/27/2017
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bscott@altavistasolutions.com
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 4.70 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 4 of 6

DIME Test ID: 2017-11-01-19-7
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: 11/27/2017
Date Tested: 11/27/2017
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bscott@altavistasolutions.com
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
Mass Determination Water
Specific Gravity for Sample 1 2.517
Specific Gravity for Sample 2 2.518
Specific Gravity for Sample 3 2.519
Average Specific Gravity 2.518

Test 5 of 6

DIME Test ID: 2017-11-01-19-8
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/27/2017
Date Tested: 11/27/2017
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bscott@altavistasolutions.com
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 %

Test 6 of 6

DIME Test ID: 2017-11-01-19-9
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/12/2018
Date Tested: 11/01/2018
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bscott@altavistasolutions.com
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 16000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 0.11 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 0.13 mm
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >25000

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.