Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-06-24-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 06/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2024
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: CL 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bay Cities
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: STA 199+50-290+50
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-06-24-1-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/24/2024
Date Tested: 06/24/2024
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:
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Is oversize material
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No
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In-place wet density
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2.08
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Highest adjust wet density
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2.15
|
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Relative compaction
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97
|
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% Moisture
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no data
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|
Optimum Moisture
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no data
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