Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993316 DEA: 07325304 EFIS: 0716000083
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R1.5/R10.2
Work Description: CONSTRUCT STORM WATER TREATMENT DEVICES AND IMPORTED BORROW.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF ROUTE 118/27 SEPARATION TO 0.2 MILE EAST OF SEPULVEDA BOULEVARD UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC.
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Arturo Lao Structure Rep.: George Boules
DIME Sample ID: 2022-09-28-4
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: 09/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2022
The quantity of what the sample constitutes: 88 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 22-2544
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: 2022-09-28-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/28/2022
Date Tested: 09/28/2022
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: WB Rte. 118 @ Gaynor
Location 12 - DS-14b
Sta. 492+25 to Sta. 492+40
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2355 g/cc
|
|
Count or Density 1
|
1.85 g/cc
|
|
Count or Density 2
|
2.17 g/cc
|
|
Count or Density 3
|
2.12 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
0.24 g/cc
|
|
Moisture Count 2
|
0.24 g/cc
|
|
Moisture Count 3
|
0.23 g/cc
|
|
Sum of Count or Density
|
6.14 g/cc
|
|
Average of Count or Density
|
2.05 g/cc
|
|
Sum of Moisture Count
|
0.71 g/cc
|
|
Average of Moisture Count
|
0.24 g/cc
|
|
Calculated Percent Relative Compaction
|
94.3 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2022-09-28-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/28/2022
Date Tested: 09/28/2022
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: WB Rte. 118 @ Gaynor
Location 12 - DS-14b
Sta. 492+25 to Sta. 492+40
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
94
|
|
% Moisture
|
13.1 %
|
|
Optimum Moisture
|
no data
|
