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Sample Record for 2024-04-11-64

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994325 DEA: 044J4904 EFIS: 0415000356 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-13-6.7/7.2
Work Description: CONSTRUCT CONCRETE BARRIERS AND BARRIER SLAB, COLD PLANE AND OVERLAY.
Location Description: ALAMEDA COUNTY IN OAKLAND FROM 0.2 MILE NORTH OF LINCOLN AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF PARK BOULEVARD OVERCROSSING
Contractor Name: GHILOTTI BROS., INC (Alexander Parrilla)
Contractor Address: 525 JACOBY STREET, SAN RAFAEL, CA 94901
Resident Engineer: Pervez Randhawa Structure Rep.: Lalit Mathur

Sample Information

DIME Sample ID: 2024-04-11-64
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: 04/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" RHMA-G Aggregates
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_125
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Sunol Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-01-0007
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 was collected from the belt at the plant during production
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-04-11-64-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/24/2024
Date Tested: 04/12/2024
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: Sample Failed Course by 1 point on the #8 Screen
Test Result Compliance: does not comply
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 100 %
Cumulative percent passing the 1/2 in. sieve 96 %
Cumulative percent passing the 3/8 in. sieve 84 %
Cumulative percent passing the #4 sieve 36 %
Cumulative percent passing the #8 sieve 11 %
Cumulative percent passing the #16 sieve 6 %
Cumulative percent passing the #30 sieve 5 %
Cumulative percent passing the #50 sieve 4 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.9 %

Test 2 of 2

DIME Test ID: 2024-04-11-64-2
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: 04/24/2024
Date Tested: 04/12/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 49