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Sample Record for 2019-10-14-34

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

Project Information

Project ID: 214136 DEA: 010F3604 EFIS: 0115000115 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R39.2/R48.3
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY, AND GUARDRAIL INSTALLATION.
Location Description: HUMBOLDT COUNTY NEAR REDCREST, PEPPERWOOD, AND STAFFORD FROM ENGLWOOD PARK UNDERCROSSING TO EEL RIVER BRIDGE AND OVERHEAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO BOX 1006, EUREKA CA 95502
Resident Engineer: Joaquin Rodriguez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-10-14-34
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Sample Organization Contact: 559-292-2188
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/14/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2019
The quantity of what the sample constitutes: mix design
A brief description of the sample: 1/2 mix design
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fortuna

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 4

DIME Test ID: 2019-10-14-34-1
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: 10/25/2019
Date Tested: 10/23/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Water
Specific Gravity for Sample 1 2.391

Test 2 of 4

DIME Test ID: 2019-10-14-34-2
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: 10/25/2019
Date Tested: 10/23/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.286
Bulk Specific Gravity 2 2.286
Bulk Specific Gravity 3 2.288
Average Bulk Specific Gravity 2.287

Test 3 of 4

DIME Test ID: 2019-10-14-34-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/25/2019
Date Tested: 10/23/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4.37 %
Percent Air Voids 2 4.37 %
Percent Air Voids 3 4.32 %
Percent Air Voids Average 4.36 %

Test 4 of 4

DIME Test ID: 2019-10-14-34-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 10/25/2019
Date Tested: 10/24/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
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) 0
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 0
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 4.718 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 6.167 mm
Stripping Inflection Point (Wheel A) 4.718
Stripping Inflection Point (Wheel B) 6.167

Tests Assigned to this Sample

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