Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215220 DEA: 07210624 EFIS: 0719000068
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Work Description: PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description: IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Michael Wang Structure Rep.: Amare Tsegie
DIME Sample ID: 2023-02-17-5
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: 02/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/17/2023
The quantity of what the sample constitutes: 2367 SF
A brief description of the sample: Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 23-0197
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Structural Backfill
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: 2023-02-17-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/17/2023
Date Tested: 02/17/2023
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) 817-0387
General Comments for this Test: NB Rte. 71 RW 161
Lift #2 West of RW LOL
Sta. 17+68 to Sta. 20+31
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2331 g/cc
|
|
Count or Density 1
|
2.19 g/cc
|
|
Count or Density 2
|
2.27 g/cc
|
|
Count or Density 3
|
2.22 g/cc
|
|
Standard Count Moisture
|
644 g/cc
|
|
Moisture Count 1
|
0.25 g/cc
|
|
Moisture Count 2
|
0.24 g/cc
|
|
Moisture Count 3
|
0.24 g/cc
|
|
Sum of Count or Density
|
6.68 g/cc
|
|
Average of Count or Density
|
2.23 g/cc
|
|
Sum of Moisture Count
|
0.73 g/cc
|
|
Average of Moisture Count
|
0.24 g/cc
|
|
Calculated Percent Relative Compaction
|
95.6 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-02-17-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/17/2023
Date Tested: 02/17/2023
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) 817-0387
General Comments for this Test: NB Rte. 71 RW 161
Lift #2 West of RW LOL
Sta. 17+68 to Sta. 20+31
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.23
|
|
Highest adjust wet density
|
2.33
|
|
Relative compaction
|
96
|
|
% Moisture
|
12.3 %
|
|
Optimum Moisture
|
no data
|
