Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994328 DEA: 081H0604 EFIS: 0816000130
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-34.3/45.1
Work Description: FIBER OPTIC CABLE SYSTEMS, RHMA, HMA, AND MINOR CONCRETE.
Location Description: RIVERSIDE COUNTY IN AND NEAR HEMET FROM WINCHESTER ROAD TO FAIRVIEW AVENUE
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Omar Sanchez Structure Rep.: Arnel Vega
DIME Sample ID: 2024-07-28-1
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: 07/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2024
The quantity of what the sample constitutes: 20 boxes of HMA, 2 bags of combined agg, 1 bag of RAP, 2 Qts of PG64-28PM
A brief description of the sample: 3/8" HMA-A-SP R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 0352A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Perris
DIME Test ID: 2024-07-28-1-1
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: 12/05/2024
Date Tested: 07/31/2024
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 tests
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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
|
7350.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1561.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8283.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.483
|
|
Theoretical maximum density at 25°C (77°F)
|
2475.8 kg/m^3
|
DIME Test ID: 2024-07-28-1-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/05/2024
Date Tested: 12/05/2024
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:
|
Percent Air Voids
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5 %
|
|
Percent Air Voids 2
|
5 %
|
|
Percent Air Voids 3
|
5 %
|
|
Average Percent Air Voids
|
5 %
|
DIME Test ID: 2024-07-28-1-3
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: 12/05/2024
Date Tested: 08/01/2024
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: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.359
|
|
Bulk Specific Gravity 2
|
2.359
|
|
Bulk Specific Gravity 3
|
2.359
|
|
Average Bulk Specific Gravity
|
2.359
|
DIME Test ID: 2024-07-28-1-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/05/2024
Date Tested: 08/02/2024
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
|
184 psi
|
|
Average Wet Tensile Strength
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160 psi
|
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Tensile Strength Ratio
|
87
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DIME Test ID: 2024-07-28-1-5
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: 12/05/2024
Date Tested: 07/31/2024
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?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
1328 g
|
|
Corrected Asphalt Binder Content
|
5.38 %
|
|
Mass Loss
|
79.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.39 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
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0.23 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2024-07-28-1-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/05/2024
Date Tested: 08/02/2024
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
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
2.46 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.23 mm
|
|
Stripping Inflection Point (Wheel A)
|
25000
|
|
Stripping Inflection Point (Wheel B)
|
25000
|
