Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000025 DEA: 07355004 EFIS: 0719000004
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R13.0/R13.9
Work Description: REPLACE CULVERT SYSTEMS AND INSTALL CURED-IN-PLACE LINERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE EAST OF HERRICK AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Kevin Bui Structure Rep.: Unknown
DIME Sample ID: 2024-09-24-6
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: 09/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024
The quantity of what the sample constitutes: 96 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-2976
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: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-09-24-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/24/2024
Date Tested: 09/24/2024
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: EB Rte. 118 at Glenoaks Blvd
CSP Pipe
Sta. 685+00 to Sta. 685+25
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
1585 g/cc
|
|
Count or Density 1
|
2.09 g/cc
|
|
Count or Density 2
|
2.01 g/cc
|
|
Count or Density 3
|
2.03 g/cc
|
|
Standard Count Moisture
|
648 g/cc
|
|
Moisture Count 1
|
0.17 g/cc
|
|
Moisture Count 2
|
0.14 g/cc
|
|
Moisture Count 3
|
0.09 g/cc
|
|
Sum of Count or Density
|
6.13 g/cc
|
|
Average of Count or Density
|
2.04 g/cc
|
|
Sum of Moisture Count
|
0.4 g/cc
|
|
Average of Moisture Count
|
0.13 g/cc
|
|
Calculated Percent Relative Compaction
|
93.3 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2024-09-24-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/24/2024
Date Tested: 09/24/2024
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: EB Rte. 118 at Glenoaks Blvd
CSP Pipe
Sta. 685+00 to Sta. 685+25
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.04
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
93
|
|
% Moisture
|
7 %
|
|
Optimum Moisture
|
no data
|
