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Sample Record for 2022-06-02-33

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

Project Information

Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R36.9/47.7
Work Description: CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description: MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Contractor Name: OHL USA, INC.
Contractor Address: 1920 Main St. Suite 310, Irvine, CA 92614
Resident Engineer: Adam Rianda Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-02-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Sample Organization Contact: 1 (209) 610-9363
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 06/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2022
The quantity of what the sample constitutes: more than 1000 sq. yd.
A brief description of the sample: Native sub grade
From where was the sample collected: Job Site
Laboratory sample identification: 220602-2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHL

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: R13 SB Off-ramp Sta.1000 to 1522
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: 2022-06-02-33-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/24/2022
Date Tested: 06/02/2022
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: 9191 Sand Diego Way, Space #9,
Organization City: Atascadero
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
General Comments for this Test: Fail
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.94
Highest adjust wet density 2.16
Relative compaction 90
% Moisture no data
Optimum Moisture no data