Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994425 DEA: 040K5204 EFIS: 0416000098
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-12-11.0/T17.4
Work Description: Overlay with RHMA, replace guardrails, approach slabs and signs.
Location Description: Construction on State Highway in Sonoma County from Llano Road to Farmers Lane.
Contractor Name: FBD VANGUARD CONSTRUCTION, INC. (TOM SWISHER)
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Cody Van Beek Structure Rep.: Anthony Tierra
DIME Sample ID: 2023-07-31-88
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: 07/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2023
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: 3/4 RHMA-G
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: 2023-07-31-88-1
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: 02/14/2024
Date Tested: 08/01/2023
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:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
|
|
Mass of HMA Sample prior to ignition
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2048.2 g
|
|
Corrected Asphalt Binder Content
|
7.72 %
|
|
Mass Loss
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175.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.69 %
|
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Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-07-31-88-2
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: 02/14/2024
Date Tested: 08/01/2023
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:
|
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
|
2.422
|
|
Specific Gravity for Sample 2
|
2.41
|
|
Average Specific Gravity
|
2.416
|
|
Theoretical maximum density at 25°C (77°F)
|
2409 kg/m^3
|
DIME Test ID: 2023-07-31-88-3
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: 02/14/2024
Date Tested: 08/01/2023
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
|
2.317
|
|
Bulk Specific Gravity 2
|
2.321
|
|
Bulk Specific Gravity 3
|
2.307
|
|
Average Bulk Specific Gravity
|
2.315
|
