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Sample Record for 2023-04-11-39

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

Project Information

Project ID: 993573 DEA: 061C5204 EFIS: 0621000173 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-198-7.4/R9.4,R14.8/T21.6
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED) AND HMA (TYPE A).
Location Description: KINGS COUNTY IN AND NEAR LEMOORE FROM 1.5 MILES WEST OF ROUTE 41/198 SEPARATION TO 0.1 MILE WEST OF NINETEENTH AVENUE OVERCROSSING AND FROM 0.1 MILE EAST OF FOURTEENTH AVENUE UNDERCROSSING TO 0.6 MILE EAST OF ROUTE 43/198 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-04-11-39
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: 04/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" OGFC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-10-0005
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: Conveyor Belt
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: 2
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-04-11-39-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/14/2023
Date Tested: 04/12/2023
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 94 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 23 %
Cumulative percent passing the #8 sieve 9 %
Cumulative percent passing the #16 sieve 5 %
Cumulative percent passing the #30 sieve 4 %
Cumulative percent passing the #50 sieve 3 %
Cumulative percent passing the #100 sieve 2 %
Cumulative percent passing the #200 sieve 1.2 %