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Sample Record for 2024-07-15-8

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

Project Information

Project ID: 995124 DEA: 060X3004 EFIS: 0618000051 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-69.4/71.5
Work Description: REPLACE ROADWAY PAVEMENT.
Location Description: FRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court, Building B. #400, Concord, CA 94524
Resident Engineer: Haidar Haddadin Structure Rep.: Benjamin Holton

Sample Information

DIME Sample ID: 2024-07-15-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 07/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2024
The quantity of what the sample constitutes: 0-750 Tons Produced
A brief description of the sample: 3/4 HMA Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sante Fe Aggregates Winton

Material Information

Source Identification (SMARA, name of Pit or Job Site): Santa Fe Aggregates Winton
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: Automatic Sampling Device @ 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: 9
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-07-15-8-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/16/2024
Date Tested: 07/16/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
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 88 %
Cumulative percent passing the 3/8 in. sieve 78 %
Cumulative percent passing the #4 sieve 50 %
Cumulative percent passing the #8 sieve 32 %
Cumulative percent passing the #16 sieve 23 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.7 %

Test 2 of 2

DIME Test ID: 2024-07-15-8-2
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: 07/16/2024
Date Tested: 07/16/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78