Sample Record for 2024-08-06-57
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-08-06-57
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/06/2024
The quantity of what the sample constitutes: 20 boxes
A brief description of the sample: 3/4 HMA-RAP25%
From where was the sample collected: Manufacturer
Laboratory sample identification: Pet-24-335
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Lake Herman Drum Plant
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 220304
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 3
DIME Test ID: 2024-08-06-57-1
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)
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 1009 Clegg Court, Suite A,5675 Gibraltar Dr., Pleasanton, CA
Organization City: Petaluma
Organization State: CA
Organization Zipcode: 94954
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
This test has been superseded on 08/08/2024. The corrected test ID is: 2024-08-06-57-5
Reason: retested
Test 2 of 3
DIME Test ID: 2024-08-06-57-3
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: 08/08/2024
Date Tested: 08/08/2024
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: not applicable
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
|
|
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
|
|
Mass of oven-dry sample in air for Sample 1
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2543.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8906.3 grams
|
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Mass of container filled with water 2
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7388.5 grams
|
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Mass of oven-dry sample in air for Sample 2
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2546.1 grams
|
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Mass of container filled with the sample and water for Sample 2
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8905.9 grams
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.479
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Specific Gravity for Sample 2
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2.475
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Average Specific Gravity
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2.477
|
|
Theoretical maximum density at 25°C (77°F)
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2470 kg/m^3
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Test 3 of 3
DIME Test ID: 2024-08-06-57-5
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: 08/08/2024
Date Tested: 08/08/2024
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:
The test was superseded from test ID: 2024-08-06-57-1
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
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Test procedure used?
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Method A
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|
Mass of HMA Sample prior to ignition
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2092 g
|
|
Corrected Asphalt Binder Content
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5.12 %
|
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Mass Loss
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158.4 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
2.31 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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482 C
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Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-08-06-57-4 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | 08/08/2024 | Not scheduled | Anthony Valdez | CT D04 - Petaluma Field Laboratory | | |
111762
