Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994327 DEA: 081G4704 EFIS: 0816000001
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-3.1/53.5
Work Description: STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE;, CORONA CA 92883
Resident Engineer: Mike A Bergevin Structure Rep.: Arnel Vega
DIME Sample ID: 2024-04-06-13
TL Number from the TL Form: 7541-6002-4
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2024
The quantity of what the sample constitutes: 16 boxes of 3/4" Type A HMA with RAP
A brief description of the sample: 3/4"HMA A
From where was the sample collected: Manufacturer
Laboratory sample identification: 0163A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona
DIME Test ID: 2024-04-06-13-1
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: 05/17/2024
Date Tested: 04/09/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
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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7328.7 grams
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Mass of oven-dry sample in air for Sample 1
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2567.1 grams
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Mass of container filled with the sample and water for Sample 1
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8882.7 grams
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Temperature of Water
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25 °F
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Specific Gravity for Sample 1
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2.534
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Theoretical maximum density at 25°C (77°F)
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2526.7 kg/m^3
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DIME Test ID: 2024-04-06-13-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/17/2024
Date Tested: 04/10/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.3 %
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|
Percent Air Voids 2
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2.9 %
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Percent Air Voids 3
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3 %
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Average Percent Air Voids
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3.1 %
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DIME Test ID: 2024-04-06-13-3
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: 05/17/2024
Date Tested: 04/10/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.45
|
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Bulk Specific Gravity 2
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2.461
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Bulk Specific Gravity 3
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2.457
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Average Bulk Specific Gravity
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2.456
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