Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994886 DEA: 07386004 EFIS: 0722000169
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-18.8/20.5
Work Description: Rock blanket, plant establishment work and irrigation lines.
Location Description: CONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM 0.3 MILE EAST OF STATE STREET OVERCROSSING TO 0.3 MILE WEST OF EASTERN AVENUE OVERCROSSING
Contractor Name: WESTCOAST PUBLIC WORK INC
Contractor Address: 20058 VENTURA BLVD. #318, WOODLAND HILLS, CA 91364
Resident Engineer: Jeanette Vong Structure Rep.: Unknown
DIME Sample ID: 2023-10-17-5
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 10/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2023
The quantity of what the sample constitutes: 3600 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 23-1699
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: 2023-10-17-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/17/2023
Date Tested: 10/17/2023
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: EB Rte. 10 @ City Terrace Off-Ramp
PP-7 Left Side
Sta. 1069+00 to Sta. 1073+00
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2320 g/cc
|
|
Count or Density 1
|
1.79 g/cc
|
|
Count or Density 2
|
1.84 g/cc
|
|
Count or Density 3
|
1.79 g/cc
|
|
Standard Count Moisture
|
649 g/cc
|
|
Moisture Count 1
|
0.11 g/cc
|
|
Moisture Count 2
|
0.09 g/cc
|
|
Moisture Count 3
|
0.1 g/cc
|
|
Sum of Count or Density
|
5.42 g/cc
|
|
Average of Count or Density
|
1.81 g/cc
|
|
Sum of Moisture Count
|
0.3 g/cc
|
|
Average of Moisture Count
|
0.1 g/cc
|
|
Calculated Percent Relative Compaction
|
88.6 %
|
|
Reported Percent Relative Compaction
|
89 %
|
DIME Test ID: 2023-10-17-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/17/2023
Date Tested: 10/17/2023
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: EB Rte. 10 @ City Terrace Off-Ramp
PP-7 Left Side
Sta. 1069+00 to Sta. 1073+00
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.81
|
|
Highest adjust wet density
|
2.04
|
|
Relative compaction
|
89
|
|
% Moisture
|
5.9 %
|
|
Optimum Moisture
|
no data
|
