Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993424 DEA: 04281204 EFIS: 0400000769
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29,221-5.5/6.7,0.0/0.2
Work Description: HMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS.
Location Description: NAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29
Contractor Name: Ghilloti Construction Co.
Contractor Address: 246 Ghilloti Ave, Santa Rosa CA 95407
Resident Engineer: Darren Isada Structure Rep.: Unknown
DIME Sample ID: 2024-06-28-59
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 2 Cores & 1 Box HMA
A brief description of the sample: 3/4-INCH HMA-SP Type A
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_484
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Drier Drum Plant
DIME Test ID: 2024-06-28-59-1
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: 07/08/2024
Date Tested: 06/28/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Production Start-Up
Theoretical maximum density= 2.469
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
|
2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.478
|
|
Specific Gravity for Sample 2
|
2.473
|
|
Average Specific Gravity
|
2.476
|
|
Theoretical maximum density at 25°C (77°F)
|
2469 kg/m^3
|
DIME Test ID: 2024-06-28-59-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/08/2024
Date Tested: 07/03/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Vulcan Vallejo Drier Drum Plant
Production Start-Up
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
91 %
|
|
Percent Air Voids 2
|
90.1 %
|
|
Average Percent Air Voids
|
90.6 %
|
DIME Test ID: 2024-06-28-59-3
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: 07/08/2024
Date Tested: 07/03/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Vulcan Vallejo Drier Drum Plant
Production Start-Up
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.253
|
|
Bulk Specific Gravity 2
|
2.231
|
|
Average Bulk Specific Gravity
|
2.242
|
