Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993333 DEA: 04264724 EFIS: 0419000068
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
DIME Sample ID: 2023-05-25-114
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Materials Richmond
DIME Test ID: 2023-05-25-114-1
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: 02/07/2024
Date Tested: 05/26/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
|
|
Test procedure used?
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Method A
|
|
Mass of HMA Sample prior to ignition
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2062.4 g
|
|
Corrected Asphalt Binder Content
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5.75 %
|
|
Mass Loss
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133.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.58 %
|
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Moisture Content
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no data0 %
|
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Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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482 C
|
DIME Test ID: 2023-05-25-114-2
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: 02/07/2024
Date Tested: 02/07/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.47
|
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Specific Gravity for Sample 2
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2.463
|
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Average Specific Gravity
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2.467
|
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Theoretical maximum density at 25°C (77°F)
|
2460 kg/m^3
|
DIME Test ID: 2023-05-25-114-3
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: 02/07/2024
Date Tested: 05/29/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.36
|
|
Bulk Specific Gravity 2
|
2.348
|
|
Bulk Specific Gravity 3
|
2.338
|
|
Average Bulk Specific Gravity
|
2.349
|
