Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2019-10-14-34
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Incorporated - 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
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, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
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
|
2.391
|
Theoretical maximum density at 25°C (77°F)
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no data
|
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, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
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
|
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, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids
|
4.4 %
|
Percent Air Voids 2
|
4.4 %
|
Percent Air Voids 3
|
4.3 %
|
Percent Air Voids Average
|
4.4 %
|
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, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
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
|