Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994351 DEA: 07322004 EFIS: 0716000053
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R11.0/R14.0
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF ARLETA AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: G&G Electric Inc.
Contractor Address: 4229 Giles Ct., Riverside, CA 92503
Resident Engineer: Wassem Bakhet Structure Rep.: Unknown
DIME Sample ID: 2024-01-05-5
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: 01/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/05/2024
The quantity of what the sample constitutes: 1260 SF
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-0065
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Class 2 Aggregate Base
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: 2024-01-05-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/05/2024
Date Tested: 01/05/2024
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: WB Rte. 118 / NB Rte. 5 Connector
MVP #5
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2305 g/cc
|
|
Count or Density 1
|
2.09 g/cc
|
|
Count or Density 2
|
2.02 g/cc
|
|
Count or Density 3
|
2.1 g/cc
|
|
Standard Count Moisture
|
650 g/cc
|
|
Moisture Count 1
|
0.18 g/cc
|
|
Moisture Count 2
|
0.17 g/cc
|
|
Moisture Count 3
|
0.17 g/cc
|
|
Sum of Count or Density
|
6.21 g/cc
|
|
Average of Count or Density
|
2.07 g/cc
|
|
Sum of Moisture Count
|
0.52 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
97.6 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2024-01-05-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/05/2024
Date Tested: 01/05/2024
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: WB Rte. 118 / NB Rte. 5 Connector
MVP #5
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.07
|
|
Highest adjust wet density
|
2.12
|
|
Relative compaction
|
98
|
|
% Moisture
|
9.1 %
|
|
Optimum Moisture
|
no data
|
