Sample Record for 2023-07-17-59
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994745 DEA: 040Y2304 EFIS: 0422000258
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-0.0/5.1
Work Description: Cold plane AC pavement and place HMA (A).
Location Description: CONSTRUCTION ON STATE HIGHWAY IN NAPA COUNTY IN AND NEAR AMERICAN CANYON FROM SOLANO COUNTY LINE TO 0.4 MILE NORTH OF AIRPORT BOULEVARD.
Contractor Name: Ghilotti Bros, Inc. (JR Ramirez, Kaely Verdu, Joe Palesi)
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Paramdeep Brar Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-07-17-59
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: Aggregate
Sample Taken Date: 07/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2023
The quantity of what the sample constitutes: LOT 1 SUBLOT 3
A brief description of the sample: 3/4-INCH HMA Type A-SP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Lake Herman Batch 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: Sample Pickup from 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: 1
Sublot number: 3
Aggregate Mix Number: 22091W
Test Results
Test 1 of 2
DIME Test ID: 2023-07-17-59-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/20/2023
Date Tested: 07/17/2023
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: LOT 1 SUBLOT 3
Sieve #8 FAILED
Test Result Compliance: does not comply
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
0 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
97 %
|
Cumulative percent passing the 1/2 in. sieve
|
78 %
|
Cumulative percent passing the 3/8 in. sieve
|
67 %
|
Cumulative percent passing the #4 sieve
|
46 %
|
Cumulative percent passing the #8 sieve
|
27 %
|
Cumulative percent passing the #16 sieve
|
18 %
|
Cumulative percent passing the #30 sieve
|
13 %
|
Cumulative percent passing the #50 sieve
|
8 %
|
Cumulative percent passing the #100 sieve
|
5 %
|
Cumulative percent passing the #200 sieve
|
5.6 %
|
Test 2 of 2
DIME Test ID: 2023-07-17-59-2
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: 09/20/2023
Date Tested: 07/17/2023
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: Clay=5.6
Sand=3.7
SE READING=67
PASSED
Test Result Compliance: complies
Additional Comments When Verified: