Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214697 DEA: 07307104 EFIS: 0714000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Mehrzad "Max" Moheb
DIME Sample ID: 2022-11-23-7
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: 11/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/23/2022
The quantity of what the sample constitutes: 3150 sqft
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-3103
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ramco
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 Holes
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-11-23-7-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/23/2022
Date Tested: 11/23/2022
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
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No
|
|
In-place wet density
|
2.15
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
97
|
|
% Moisture
|
10.5 %
|
|
Optimum Moisture
|
10.5 %
|
DIME Test ID: 2022-11-23-7-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/23/2022
Date Tested: 11/23/2022
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
|
2430 g/cc
|
|
Count or Density 1
|
2.15 g/cc
|
|
Count or Density 2
|
2.17 g/cc
|
|
Count or Density 3
|
2.12 g/cc
|
|
Standard Count Moisture
|
655 g/cc
|
|
Moisture Count 1
|
0.21 g/cc
|
|
Moisture Count 2
|
0.22 g/cc
|
|
Moisture Count 3
|
0.18 g/cc
|
|
Sum of Count or Density
|
6.44 g/cc
|
|
Average of Count or Density
|
2.15 g/cc
|
|
Sum of Moisture Count
|
0.61 g/cc
|
|
Average of Moisture Count
|
0.20 g/cc
|
|
Calculated Percent Relative Compaction
|
97.1 %
|
|
Reported Percent Relative Compaction
|
97 %
|
