Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000253 DEA: 070W4504 EFIS: 0722000060
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-138-50.0/63.7
Work Description: PLACE HMA (TYPE A) AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: LOS ANGELES COUNTY IN AND NEAR PALMDALE FROM 0.1 MILE SOUTH OF AVENUE S TO 0.1 MILE EAST OF 165TH STREET EAST
Contractor Name: CALMEX ENGINEERING, INC.
Contractor Address: Unknown
Resident Engineer: Ramy Beshara Structure Rep.: Unknown
DIME Sample ID: 2024-09-30-24
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: 09/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2024
The quantity of what the sample constitutes: 11 BOXES OF WMA, 2 QTS PG64-16, 1 QT EVO, 1 BAG WASHED FINES, 1 BAG 3/8, 1 BAG RAP
A brief description of the sample: 3/8" WMA SP R20 .25% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0505A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Palmdale
DIME Test ID: 2024-09-30-24-1
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: 12/17/2024
Date Tested: 10/03/2024
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?
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SI Units
|
|
Mass Determination
|
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 1
|
7350.7 grams
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Mass of oven-dry sample in air for Sample 1
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1557.2 grams
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Mass of container filled with the sample and water for Sample 1
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8281.7 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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2.487
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Theoretical maximum density at 25°C (77°F)
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2480 kg/m^3
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DIME Test ID: 2024-09-30-24-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/17/2024
Date Tested: 10/04/2024
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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4 %
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Percent Air Voids 2
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3.8 %
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Percent Air Voids 3
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4.1 %
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Average Percent Air Voids
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4 %
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DIME Test ID: 2024-09-30-24-3
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: 12/17/2024
Date Tested: 10/04/2024
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
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2.338
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|
Bulk Specific Gravity 2
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2.392
|
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Bulk Specific Gravity 3
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2.385
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Average Bulk Specific Gravity
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2.388
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DIME Test ID: 2024-09-30-24-4
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: 12/17/2024
Date Tested: 10/03/2024
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: does not comply
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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1369 g
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Corrected Asphalt Binder Content
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5.59 %
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Mass Loss
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84 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.36 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.18 %
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|
Test Temperature
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538 C
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DIME Test ID: 2024-09-30-24-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/17/2024
Date Tested: 10/05/2024
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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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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15000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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6.58 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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4.84 mm
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Stripping Inflection Point (Wheel A)
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22182
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Stripping Inflection Point (Wheel B)
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25000
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