Print Report | Back to Sample Detail

Sample Record for 2022-08-19-63

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: 2022-08-19-63
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: 08/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2022
The quantity of what the sample constitutes: 1785 cy
A brief description of the sample: Native Back Fill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native soil

Material Information

The fabricator's/manufacturer's product name for the sample: Native Back Fill
The fabricator/manufacturer designation for the sample: From the jobsite
A detailed description of where the material sample was collected: At the Jobsite collected
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: 2022-08-19-63-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/05/2022
Date Tested: 08/19/2022
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: SB 101, ETW Median Wall north of Jolon Rd 90% compaction area
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 1594.00
Highest adjust wet density 1697
Relative compaction 95
% Moisture 406.0 %
Optimum Moisture 81.2 %

Test 2 of 2

DIME Test ID: 2022-08-19-63-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/05/2022
Date Tested: 08/19/2022
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: SB 101, ETW Median Wall north of Jolon Rd 90% compaction area
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 7970.00 g/cc
Average of Count or Density 1594.00 g/cc
Sum of Moisture Count 406.00 g/cc
Average of Moisture Count 81.20 g/cc
Count Ratio Density 1792.00
Count Ratio Moisture 720.00
Calculated Percent Relative Compaction 94.8 %
Reported Percent Relative Compaction 95 %