Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2021-10-04-43
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: 10/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2021
The quantity of what the sample constitutes: 30 lbs
A brief description of the sample: Class 1
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHLA
The fabricator's/manufacturer's product name for the sample: Class 1
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Behind guardrail
Where the material sample would have been placed if not sampled:
DIME Test ID: 2021-10-04-43-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/18/2021
Date Tested: 10/18/2021
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density
|
1964 g/cc
|
Count or Density 1
|
2331 g/cc
|
Count or Density 2
|
2891 g/cc
|
Count or Density 3
|
2218 g/cc
|
Standard Count Moisture
|
703 g/cc
|
Moisture Count 1
|
162 g/cc
|
Moisture Count 2
|
112 g/cc
|
Moisture Count 3
|
210 g/cc
|
Sum of Count or Density
|
7440.00 g/cc
|
Average of Count or Density
|
2480.00 g/cc
|
Sum of Moisture Count
|
484.00 g/cc
|
Average of Moisture Count
|
161.00 g/cc
|
Count Ratio Density
|
1.26
|
Count Ratio Moisture
|
0.23
|
Calculated Percent Relative Compaction
|
91.3 %
|
Reported Percent Relative Compaction
|
91 %
|
DIME Test ID: 2021-10-04-43-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/18/2021
Date Tested: 10/18/2021
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.00
|
Highest adjust wet density
|
2
|
Relative compaction
|
91
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|