Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116,121-46.0/46.7,5.8/R7.4
Work Description: MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location Description: SONOMA COUNTY
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Fabio La Serna Structure Rep.: Unknown
DIME Sample ID: 2024-10-28-61
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: 510-385-7413
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2024
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: Pet-24-576
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan LHD
DIME Test ID: 2024-10-28-61-1
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: 12/16/2024
Date Tested: 10/31/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3240.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5311.1 g
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Mass of HMA Sample prior to ignition
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2070.7 g
|
|
Corrected Asphalt Binder Content
|
4.77 %
|
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Mass Loss
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149.5 g
|
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Mass of aggregate remaining after ignition
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1921.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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2.31 %
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|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-10-28-61-2
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: 12/16/2024
Date Tested: 11/04/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3286.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5335 g
|
|
Mass of HMA Sample prior to ignition
|
2048.8 g
|
|
Corrected Asphalt Binder Content
|
4.53 %
|
|
Mass Loss
|
143.3 g
|
|
Mass of aggregate remaining after ignition
|
1905.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
2.31 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-10-28-61-3
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: 12/16/2024
Date Tested: 11/05/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
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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2
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What is the unit of measurement for theoretical density?
|
SI Units
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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
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7388.5 grams
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Mass of oven-dry sample in air for Sample 1
|
2566.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8905.6 grams
|
|
Mass of container filled with water 2
|
7388.5 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2560.3 grams
|
|
Mass of container filled with the sample and water for Sample 2
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8899.3 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.446
|
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Specific Gravity for Sample 2
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2.44
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Average Specific Gravity
|
2.443
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Theoretical maximum density at 25°C (77°F)
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2436 kg/m^3
|
DIME Test ID: 2024-10-28-61-4
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: 12/16/2024
Date Tested: 11/05/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.31
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DIME Test ID: 2024-10-28-61-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/16/2024
Date Tested: 11/05/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified: