Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993297 DEA: 010F8204 EFIS: 0116000067
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R90.1/109.6
Work Description: PLACE RHMA-G AND HMA (TYPE A).
Location Description: IN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 77 West Second Street, Eureka, CA 95501
Resident Engineer: Ryan Dunne Structure Rep.: Michele Stover
DIME Sample ID: 2023-07-06-116
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2023
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 12 boxes of 1/2-inch RHMA-G (PG 64-16 CR) with WMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D79313
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser — Plant B (Fortuna, CA)
DIME Test ID: 2023-07-06-116-1
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: 01/23/2024
Date Tested: 08/09/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.401
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7335.1 grams
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Mass of oven-dry sample in air for Sample 1
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1501.7 grams
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Mass of container filled with the sample and water for Sample 1
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8211.3 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.401
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Theoretical maximum density at 25°C (77°F)
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2394.0 kg/m^3
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DIME Test ID: 2023-07-06-116-2
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: 01/23/2024
Date Tested: 08/11/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.305
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.308
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Bulk Specific Gravity 2
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2.306
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Bulk Specific Gravity 3
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2.302
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Average Bulk Specific Gravity
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2.305
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DIME Test ID: 2023-07-06-116-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/23/2024
Date Tested: 08/11/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: AASHTO T 269:
Pa=4.0%;
MS-2:
VMA=17.3%
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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3.9 %
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Percent Air Voids 2
|
4.0 %
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Percent Air Voids 3
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4.1 %
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Percent Air Voids Average
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4.0 %
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DIME Test ID: 2023-07-06-116-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/23/2024
Date Tested: 08/24/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
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Test Temperature
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122 F
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Type and Amount of Anti-Stripping Additive
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None
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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1.13 mm
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Maximum impression at 5000 passes (right wheel)
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1.11 mm
|
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Average impression at 5000 passes (left/right avg)
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1.12 mm
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Maximum impression at 10000 passes (left wheel)
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1.49 mm
|
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Maximum impression at 10000 passes (right wheel)
|
1.52 mm
|
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Average impression at 10000 passes (left/right avg)
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1.51 mm
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Maximum impression at 15000 passes (left wheel)
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1.87 mm
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Maximum impression at 15000 passes (right wheel)
|
1.87 mm
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Average impression at 15000 passes (left/right avg)
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1.87 mm
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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