Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995533 DEA: 070W7104 EFIS: 0723000034
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-105-R13.4/R18.1
Work Description: DIGOUT, SLURRY SEAL, COLD PLANE OVERLAY, AND PAVEMENT DELINEATION.
Location Description: LOS ANGELES COUNTY FROM LOS ANGELES RIVER BRIDGE SEPARATION IN PARAMOUNT TO STUDEBAKER ROAD IN NORWALK
Contractor Name: CALMEX ENGINEERING INC.
Contractor Address: 2750 Lilac Ave, Bloomington, CA 92316
Resident Engineer: Steven Taing Structure Rep.: Unknown
DIME Sample ID: 2024-06-14-40
TL Number from the TL Form:
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: 06/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2024
The quantity of what the sample constitutes: 20 BOXES HMA, 4 BAGS OF AGG, 1 BAG RAP, 2 QTS PG64-10
A brief description of the sample: 3/4" HMA-A-SP R15 NO LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0298A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA - IRWINDALE
DIME Test ID: 2024-06-14-40-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/09/2024
Date Tested: 06/20/2024
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 Samples
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1
|
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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 1
|
7327.9 grams
|
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Mass of oven-dry sample in air for Sample 1
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2552.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8881.3 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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2.554
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Theoretical maximum density at 25°C (77°F)
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2547 kg/m^3
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DIME Test ID: 2024-06-14-40-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/09/2024
Date Tested: 03/21/2024
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:
|
Percent Air Voids
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4.5 %
|
|
Percent Air Voids 2
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4.4 %
|
|
Percent Air Voids 3
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4.6 %
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Average Percent Air Voids
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4.5 %
|
DIME Test ID: 2024-06-14-40-3
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: 07/09/2024
Date Tested: 06/21/2024
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:
|
Bulk Specific Gravity
|
2.438
|
|
Bulk Specific Gravity 2
|
2.441
|
|
Bulk Specific Gravity 3
|
2.436
|
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Average Bulk Specific Gravity
|
2.438
|
DIME Test ID: 2024-06-14-40-4
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: 07/09/2024
Date Tested: 06/20/2024
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:
|
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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2129 g
|
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Corrected Asphalt Binder Content
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4.62 %
|
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Mass Loss
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106.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.26 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2024-06-14-40-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/09/2024
Date Tested: 06/23/2024
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:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
166.1 psi
|
|
Average Wet Tensile Strength
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125.1 psi
|
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Tensile Strength Ratio
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75
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DIME Test ID: 2024-06-14-40-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/09/2024
Date Tested: 06/22/2024
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:
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
15000
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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3.47 mm
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.95 mm
|
|
Stripping Inflection Point (Wheel A)
|
23231
|
|
Stripping Inflection Point (Wheel B)
|
21583
|
