Sample Record for 2024-05-30-61
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-05-30-61
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: Aggregate
Sample Taken Date: 05/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2024
The quantity of what the sample constitutes: 1 Bag of Rap & 1 Bag of 3/4-Inch HMA
A brief description of the sample: 3/4-INCH HMA Type A and B
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_371
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Drier Drum Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Belt Stream @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 220991W
Test Results
Test 1 of 2
DIME Test ID: 2024-05-30-61-1
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 06/12/2024
Date Tested: 05/30/2024
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
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 2
DIME Test ID: 2024-05-30-61-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/12/2024
Date Tested: 05/30/2024
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
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
99 %
|
Cumulative percent passing the 1/2 in. sieve
|
86 %
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
Cumulative percent passing the #4 sieve
|
48 %
|
Cumulative percent passing the #8 sieve
|
33 %
|
Cumulative percent passing the #16 sieve
|
20 %
|
Cumulative percent passing the #30 sieve
|
14 %
|
Cumulative percent passing the #50 sieve
|
10 %
|
Cumulative percent passing the #100 sieve
|
7 %
|
Cumulative percent passing the #200 sieve
|
5.3 %
|