Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214658 DEA: 051K7104 EFIS: 0518000232
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46,101-var
Work Description: PLACE METHACRYLATE DECK SEAL, POLYESTER CONCRETE OVERLAY, JOINT SEALS
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PASO ROBLES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court Suite D, Benicia, CA 94510
Resident Engineer: Johnny Rodriguez Structure Rep.: Salvador J 'Sal' Heredia,
DIME Sample ID: 2020-08-14-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: Boxes of HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Templeton
DIME Test ID: 2020-08-14-31-1
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: 09/25/2020
Date Tested: 09/22/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
no data
|
Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
|
2312.3 g
|
Corrected Asphalt Binder Content
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5.42 %
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Mass Loss
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no data
|
Mass of aggregate remaining after ignition
|
2167.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.86 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2020-08-14-31-2
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: 09/25/2020
Date Tested: 09/22/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.368
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Bulk Specific Gravity 2
|
2.373
|
Bulk Specific Gravity 3
|
2.371
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Average Bulk Specific Gravity
|
2.371
|
DIME Test ID: 2020-08-14-31-3
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: 09/25/2020
Date Tested: 09/22/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
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1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7402.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2628.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8950.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.432
|
Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2020-08-14-31-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/25/2020
Date Tested: 09/23/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
2.6 %
|
Percent Air Voids 2
|
2.4 %
|
Percent Air Voids 3
|
2.5 %
|
Percent Air Voids Average
|
2.5 %
|
DIME Test ID: 2020-08-14-31-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/25/2020
Date Tested: 08/26/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Average Dry Tensile Strength
|
281 psi
|
Average Wet Tensile Strength
|
225 psi
|
Tensile Strength Ratio
|
80.1
|
DIME Test ID: 2020-08-14-31-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/25/2020
Date Tested: 09/24/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
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)
|
4.1 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
3 mm
|
Stripping Inflection Point (Wheel A)
|
16569
|
Stripping Inflection Point (Wheel B)
|
13527
|