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Sample Record for 2022-03-02-10

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: 2022-03-02-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Big Sur Field Laboratory
Sample Organization Contact: (805) 471-2100
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 03/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2022
The quantity of what the sample constitutes: 3.34 cy
A brief description of the sample: OHL Class 1 SubBase
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHL Stockpile

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: OHL Class 1 SubBase
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-03-02-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/03/2022
Date Tested: 03/02/2022
Submitted By Organization: CT D05 - Big Sur Field Laboratory
Organization Address: 3230 Riverside Avenue, Suite 130,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93446
Organization Email: adam.rianda@dot.ca.gov
Organization Phone: (805) 471-2100
General Comments for this Test: Structures - NB 101 #2 LN Salinas River Bridge Abutment Compaction Test
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 3076 g/cc
Average of Count or Density 1025.33 g/cc
Sum of Moisture Count 656 g/cc
Average of Moisture Count 218.67 g/cc
Count Ratio Density 0.53
Count Ratio Moisture 0.31
Calculated Percent Relative Compaction 95.1 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2022-03-02-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/03/2022
Date Tested: 03/02/2022
Submitted By Organization: CT D05 - Big Sur Field Laboratory
Organization Address: 3230 Riverside Avenue, Suite 130,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93446
Organization Email: adam.rianda@dot.ca.gov
Organization Phone: (805) 471-2100
General Comments for this Test: Optimum Moisture = -2.0%
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.13
Highest adjust wet density 2.24
Relative compaction 95
% Moisture no data0 %
Optimum Moisture no data0 %