Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994171 DEA: 070Q9204 EFIS: 0721000110 MINOR: 07A5369
QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: WEST COAST PUBLIC WORKS, INC.
Contractor Address: 20058 Ventura Blvd #318, Woodland Hills, CA 91364
Resident Engineer: Denrick Bautista Structure Rep.: Unknown
DIME Sample ID: 2023-01-13-2
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: 01/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2023
The quantity of what the sample constitutes: 9001 SF
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0034
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: 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: 2023-01-13-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/13/2023
Date Tested: 01/13/2023
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) 407-6963
General Comments for this Test: EB Rte. 118
Between Kuehner Drive On and Off Ramps
Sta. 1661+28.3 to Sta. 1671+78.3
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2324 g/cc
|
|
Count or Density 1
|
2.04 g/cc
|
|
Count or Density 2
|
1.99 g/cc
|
|
Count or Density 3
|
2 g/cc
|
|
Count or Density 4
|
1.92 g/cc
|
|
Count or Density 5
|
2.03 g/cc
|
|
Standard Count Moisture
|
641 g/cc
|
|
Moisture Count 1
|
0.21 g/cc
|
|
Moisture Count 2
|
0.17 g/cc
|
|
Moisture Count 3
|
0.18 g/cc
|
|
Moisture Count 4
|
0.18 g/cc
|
|
Moisture Count 5
|
0.19 g/cc
|
|
Sum of Count or Density
|
9.98 g/cc
|
|
Average of Count or Density
|
2 g/cc
|
|
Sum of Moisture Count
|
0.93 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
90.3 %
|
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2023-01-13-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/13/2023
Date Tested: 01/13/2023
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) 407-6963
General Comments for this Test: EB Rte. 118
Between Kuehner Drive On and Off Ramps
Sta. 1661+28.3 to Sta. 1671+78.3
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
90
|
|
% Moisture
|
10.3 %
|
|
Optimum Moisture
|
no data
|
