Sample Record for 2022-08-29-12
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: 2022-08-29-12
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: 08/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2022
The quantity of what the sample constitutes: 665 sy
A brief description of the sample: Native Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native Material
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: Jobsite - Native SubGrade
Where the material sample would have been placed if not sampled:
Test Results
Test 1 of 3
DIME Test ID: 2022-08-29-12-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Submitted By Organization: CT D05 - Big Sur Field Laboratory
Organization Address: 72115 Cabrillo Hwy,
Organization City: Big Sur
Organization State: CA
Organization Zipcode: 93920
Organization Email: adam.rianda@dot.ca.gov
Organization Phone: (805) 471-2100
This test has been superseded on 08/29/2022. The corrected test ID is: 2022-08-29-12-3
Reason: retested
Test 2 of 3
DIME Test ID: 2022-08-29-12-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/29/2022
Date Tested: 08/29/2022
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: PASS - optimum moisture = -2.0%
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.02
|
Highest adjust wet density
|
2.12
|
Relative compaction
|
95
|
% Moisture
|
0.0 %
|
Optimum Moisture
|
0.0 %
|
Test 3 of 3
DIME Test ID: 2022-08-29-12-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/29/2022
Date Tested: 08/29/2022
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: Pass
The test was superseded from test ID: 2022-08-29-12-1
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density
|
3680.00 g/cc
|
Average of Count or Density
|
1226.67 g/cc
|
Sum of Moisture Count
|
633.00 g/cc
|
Average of Moisture Count
|
211.00 g/cc
|
Count Ratio Density
|
0.68
|
Count Ratio Moisture
|
0.30
|
Calculated Percent Relative Compaction
|
95.3 %
|
Reported Percent Relative Compaction
|
95 %
|