Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214549 DEA: 081H2904 EFIS: 0817000006
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-173-18.7
Work Description: STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location Description: SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
Contractor Name: Stronghold Engineering, Inc.
Contractor Address: 150 W. Walnut Ave, Perris, CA 92571
Resident Engineer: Elvira Lenart Structure Rep.: Ravinder Singh
DIME Sample ID: 2022-11-30-832
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 11/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2022
The quantity of what the sample constitutes: 384SQF
A brief description of the sample: CTM231 TEST 01
From where was the sample collected: Job Site
Laboratory sample identification: 11302022 TEST 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: re sadique hossain
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: AT THE JOBSITE
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-11-30-832-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/09/2022
Date Tested: 11/30/2022
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1933 g/cc
|
|
Count or Density 1
|
1772 g/cc
|
|
Count or Density 2
|
1459 g/cc
|
|
Count or Density 3
|
1049 g/cc
|
|
Count or Density 4
|
1347 g/cc
|
|
Count or Density 5
|
1184 g/cc
|
|
Standard Count Moisture
|
665 g/cc
|
|
Moisture Count 1
|
94 g/cc
|
|
Moisture Count 2
|
108 g/cc
|
|
Moisture Count 3
|
155 g/cc
|
|
Moisture Count 4
|
134 g/cc
|
|
Moisture Count 5
|
95 g/cc
|
|
Sum of Count or Density
|
6811.00 g/cc
|
|
Average of Count or Density
|
1362.00 g/cc
|
|
Sum of Moisture Count
|
586.00 g/cc
|
|
Average of Moisture Count
|
117.00 g/cc
|
|
Count Ratio Density
|
0.70
|
|
Count Ratio Moisture
|
0.18
|
|
Calculated Percent Relative Compaction
|
94.9 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2022-11-30-832-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/09/2022
Date Tested: 11/30/2022
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.04
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
95
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
