Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993387 DEA: 07323404 EFIS: 0716000064
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R67.9
Work Description: PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Oscar Osorio Structure Rep.: Chanh Tong
DIME Sample ID: 2024-09-24-46
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: 09/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2024
The quantity of what the sample constitutes: 20 BX HMA 4 BG CMB AGG 2 BGS RAP 4 QTS PG58-16 1 QT LAS
A brief description of the sample: 3/4" HMA A SP R25 .75% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0498A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Irwindale
DIME Test ID: 2024-09-24-46-1
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: 12/12/2024
Date Tested: 09/27/2024
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
|
|
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
|
7350.8 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2558.4 grams
|
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Mass of container filled with the sample and water for Sample 1
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8908.7 grams
|
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Temperature of Water
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77 °F
|
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Specific Gravity for Sample 1
|
2.557
|
|
Theoretical maximum density at 25°C (77°F)
|
2550 kg/m^3
|
DIME Test ID: 2024-09-24-46-2
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: 09/28/2024
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:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7327.4 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2574 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8895.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.56
|
|
Theoretical maximum density at 25°C (77°F)
|
2553 kg/m^3
|
DIME Test ID: 2024-09-24-46-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/17/2024
Date Tested: 09/28/2024
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
|
5.1 %
|
|
Percent Air Voids 2
|
5 %
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Percent Air Voids 3
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5.1 %
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Average Percent Air Voids
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5.1 %
|
DIME Test ID: 2024-09-24-46-4
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: 09/28/2024
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
|
2.43
|
|
Bulk Specific Gravity 2
|
2.433
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Bulk Specific Gravity 3
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2.43
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Average Bulk Specific Gravity
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2.431
|
DIME Test ID: 2024-09-24-46-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/17/2024
Date Tested: 10/01/2024
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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Unit system used?
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SI Units
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Average Dry Tensile Strength
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256 psi
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Average Wet Tensile Strength
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199 psi
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Tensile Strength Ratio
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78
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DIME Test ID: 2024-09-24-46-6
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: 09/30/2024
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:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
|
2083 g
|
|
Corrected Asphalt Binder Content
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4.3 %
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Mass Loss
|
101 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.52 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.07 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-09-24-46-7
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: 10/01/2024
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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2.37 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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2.53 mm
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Stripping Inflection Point (Wheel A)
|
25000
|
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Stripping Inflection Point (Wheel B)
|
25000
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