Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993162 DEA: 07319104 EFIS: 0716000017
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91-R11.8
Work Description: ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR
Contractor Name: RV Concrete
Contractor Address: 605 E Commercial Street, Anaheim, CA 92801
Resident Engineer: Thang Ton Structure Rep.: Unknown
DIME Sample ID: 2022-10-20-59
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: Quality Assurance
Type of Material: Soil
Sample Taken Date: 10/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2022
The quantity of what the sample constitutes: 13440 sq. ft.
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 22-2816
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: n/a
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: 2022-10-20-59-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/04/2022
Date Tested: 10/20/2022
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) 407-6963
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2124 g/cc
|
|
Count or Density 1
|
2474 g/cc
|
|
Count or Density 2
|
2407 g/cc
|
|
Count or Density 3
|
2690 g/cc
|
|
Count or Density 4
|
2431 g/cc
|
|
Count or Density 5
|
2502 g/cc
|
|
Standard Count Moisture
|
719 g/cc
|
|
Moisture Count 1
|
82 g/cc
|
|
Moisture Count 2
|
204 g/cc
|
|
Moisture Count 3
|
85 g/cc
|
|
Moisture Count 4
|
88 g/cc
|
|
Moisture Count 5
|
309 g/cc
|
|
Sum of Count or Density
|
12504 g/cc
|
|
Average of Count or Density
|
2501 g/cc
|
|
Sum of Moisture Count
|
768 g/cc
|
|
Average of Moisture Count
|
154 g/cc
|
|
Count Ratio Density
|
1.18
|
|
Count Ratio Moisture
|
0.21
|
|
Calculated Percent Relative Compaction
|
92 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2022-10-20-59-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/04/2022
Date Tested: 10/20/2022
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) 407-6963
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.85
|
|
Highest adjust wet density
|
2.01
|
|
Relative compaction
|
92
|
|
% Moisture
|
10.8 %
|
|
Optimum Moisture
|
14.8 %
|
