Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993286 DEA: 074V3604 EFIS: 0721000138
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-138-59.1/60.2
Work Description: UPGRADE EXISTING DRAINAGE SYSTEM.
Location Description: LOS ANGELES COUNTY AT PEARBLOSSOM FROM 121ST STREET EAST TO LONGVIEW ROAD
Contractor Name: WESTCOAST PUBLIC WORK INC
Contractor Address: 20058 VENTURA BLVD. #318, WOODLAND HILLS, CA 91364
Resident Engineer: Fred Tieu Structure Rep.: Unknown
DIME Sample ID: 2022-04-06-5
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: Acceptance
Type of Material: Soil
Sample Taken Date: 04/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2022
The quantity of what the sample constitutes: 380 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-0701
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: from various location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-04-06-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/07/2022
Date Tested: 04/06/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
1644 g/cc
|
|
Count or Density 1
|
2.18 g/cc
|
|
Count or Density 2
|
2.03 g/cc
|
|
Count or Density 3
|
2.07 g/cc
|
|
Standard Count Moisture
|
661 g/cc
|
|
Moisture Count 1
|
0.13 g/cc
|
|
Moisture Count 2
|
0.11 g/cc
|
|
Moisture Count 3
|
0.07 g/cc
|
|
Sum of Count or Density
|
6.28 g/cc
|
|
Average of Count or Density
|
2.09 g/cc
|
|
Sum of Moisture Count
|
0.31 g/cc
|
|
Average of Moisture Count
|
0.10 g/cc
|
|
Calculated Percent Relative Compaction
|
91 %
|
|
Reported Percent Relative Compaction
|
91 %
|
DIME Test ID: 2022-04-06-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/07/2022
Date Tested: 04/06/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.09
|
|
Highest adjust wet density
|
2.3
|
|
Relative compaction
|
91
|
|
% Moisture
|
5.2 %
|
|
Optimum Moisture
|
no data
|
