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: 2022-06-22-49
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: 06/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2022
The quantity of what the sample constitutes: 1651 SY
A brief description of the sample: Clark Pit CLass 2 Subbase
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Clark Pit CLass 2 Subbase
The fabricator's/manufacturer's product name for the sample: Clark Pit CLass 2 Subbase
The fabricator/manufacturer designation for the sample: Clark Pit CLass 2 Subbase
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-06-22-49-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/17/2022
Date Tested: 06/22/2022
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: sample used for clark pit 3/4 base material common
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
3743 g/cc
|
|
Average of Count or Density
|
748.6 g/cc
|
|
Sum of Moisture Count
|
632 g/cc
|
|
Average of Moisture Count
|
126.4 g/cc
|
|
Count Ratio Density
|
1937
|
|
Count Ratio Moisture
|
701
|
|
Calculated Percent Relative Compaction
|
103.5 %
|
|
Reported Percent Relative Compaction
|
104 %
|
DIME Test ID: 2022-06-22-49-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/17/2022
Date Tested: 06/22/2022
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: sample used to form common on Clark pit 3/4 base material
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
3743
|
|
Highest adjust wet density
|
748.6
|
|
Relative compaction
|
103
|
|
% Moisture
|
632 %
|
|
Optimum Moisture
|
126.4 %
|
