Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215108 DEA: 07337604 EFIS: 0717000036
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-R28.9/R29.2
Work Description: REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM.
Location Description: LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING
Contractor Name: SEMA CONSTRUCTION, INC
Contractor Address: 42690 RIO NEDO STE. G;, TEMECULA CA 92590
Resident Engineer: Fred Young Structure Rep.: Unknown
DIME Sample ID: 2022-01-21-11
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: 01/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/21/2022
The quantity of what the sample constitutes: 500 sqft
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 22-0107
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: On-Site
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CTM 231 test location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-01-21-11-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/25/2022
Date Tested: 01/21/2022
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
|
2.13
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
97
|
|
% Moisture
|
8.1 %
|
|
Optimum Moisture
|
8.1 %
|
DIME Test ID: 2022-01-21-11-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/25/2022
Date Tested: 01/25/2022
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
|
2222 g/cc
|
|
Count or Density 1
|
2.11 g/cc
|
|
Count or Density 2
|
2.15 g/cc
|
|
Count or Density 3
|
2.13 g/cc
|
|
Standard Count Moisture
|
644 g/cc
|
|
Moisture Count 1
|
0.15 g/cc
|
|
Moisture Count 2
|
0.18 g/cc
|
|
Moisture Count 3
|
0.15 g/cc
|
|
Sum of Count or Density
|
6.39 g/cc
|
|
Average of Count or Density
|
2.13 g/cc
|
|
Sum of Moisture Count
|
0.48 g/cc
|
|
Average of Moisture Count
|
0.16 g/cc
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
