Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215620 DEA: 01436404 EFIS: 0100000193
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-35.8/36.5
Work Description: Dr. Fine Bridge Replacement
Location Description: DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Clayton Malmberg Structure Rep.: Brian Cinkutis
DIME Sample ID: 2024-01-29-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Crescent City Field Laboratory
Sample Organization Contact: (707) 496-5581
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2024
The quantity of what the sample constitutes: 12boxes
A brief description of the sample: half inch HMA Type A
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Dr. Fine detour bridge
The fabricator/manufacturer/facility name: tidewater
DIME Test ID: 2024-01-29-18-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 02/02/2024
Date Tested: 02/01/2024
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
|
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Test procedure used?
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Method A
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|
Mass of HMA Sample prior to ignition
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1720.8 g
|
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Corrected Asphalt Binder Content
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4.95 %
|
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Mass Loss
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93.6 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.52 %
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Moisture Content
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no data0 %
|
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Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2024-01-29-18-2
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: 02/02/2024
Date Tested: 02/01/2024
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7381.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
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1748.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8464.4 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.627
|
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Theoretical maximum density at 25°C (77°F)
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2619.4 kg/m^3
|
DIME Test ID: 2024-01-29-18-3
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: 02/02/2024
Date Tested: 02/01/2024
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 2 Cores
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.431
|
|
Bulk Specific Gravity 2
|
2.43
|
|
Average Bulk Specific Gravity
|
2.431
|
