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Sample Record for 2019-11-15-16

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

Project Information

DEA: No Project QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-11-15-16
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/15/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2019
The quantity of what the sample constitutes: JMF Submittal
A brief description of the sample: Laboratory-Batched 1/2-inch Type A HMA (eq. PG 64-10)
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 5

DIME Test ID: 2019-11-15-16-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 11/16/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 5.30 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 5

DIME Test ID: 2019-11-15-16-2
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: 11/16/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.393
Bulk Specific Gravity 2 2.390
Bulk Specific Gravity 3 2.394
Average Bulk Specific Gravity 2.392

Test 3 of 5

DIME Test ID: 2019-11-15-16-3
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: 11/16/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.493

Test 4 of 5

DIME Test ID: 2019-11-15-16-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/16/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 150.9 psi
Average Wet Tensile Strength 133.4 psi
Tensile Strength Ratio no data

Test 5 of 5

DIME Test ID: 2019-11-15-16-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/16/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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) 21900
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 21900
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 12.7 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 12.7 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0

Tests Assigned to this Sample

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