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Sample Record for 2024-08-09-8

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: Din Dadawalla Structure Rep.: Benjamin Holton

Sample Information

DIME Sample ID: 2024-08-09-8
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: Soil
Sample Taken Date: 08/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2024
The quantity of what the sample constitutes: In place native material through out roadway
A brief description of the sample: Native Silty Sand
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sampled from CAL 231 test locations at jobsite, SB HWY 33 Firebaugh
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-08-09-8-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/09/2024
Date Tested: 08/09/2024
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:
Is oversize material No
In-place wet density 1.98
Highest adjust wet density 2.09
Relative compaction 95
% Moisture no data
Optimum Moisture no data