Sample Record for 2023-08-17-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214649 DEA: 07316004 EFIS: 0715000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: Hossein Sabbagh
Sample Information
DIME Sample ID: 2023-08-17-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 08/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2023
The quantity of what the sample constitutes: 8490 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 23-1239
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Material Information
The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:
Test Results
Test 1 of 2
DIME Test ID: 2023-08-17-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/17/2023
Date Tested: 08/17/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test: Rte. 14 NB Shoulder
Sta. 3216+47 to Sta. 3224+96
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2324 g/cc
|
|
Count or Density 1
|
2.05 g/cc
|
|
Count or Density 2
|
2.05 g/cc
|
|
Count or Density 3
|
2.05 g/cc
|
|
Standard Count Moisture
|
639 g/cc
|
|
Moisture Count 1
|
0.08 g/cc
|
|
Moisture Count 2
|
0.08 g/cc
|
|
Moisture Count 3
|
0.07 g/cc
|
|
Sum of Count or Density
|
6.15 g/cc
|
|
Average of Count or Density
|
2.05 g/cc
|
|
Sum of Moisture Count
|
0.23 g/cc
|
|
Average of Moisture Count
|
0.08 g/cc
|
|
Calculated Percent Relative Compaction
|
96.2 %
|
|
Reported Percent Relative Compaction
|
96 %
|
Test 2 of 2
DIME Test ID: 2023-08-17-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/17/2023
Date Tested: 08/17/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test: Rte. 14 NB Shoulder
Sta. 3216+47 to Sta. 3224+96
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
96
|
|
% Moisture
|
3.9 %
|
|
Optimum Moisture
|
no data
|
