Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993442 DEA: 07323304 EFIS: 0716000063
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R28.0/R30.4
Work Description: INSTALL DPP INFILTRATION AND CONSTRUCT MAINTENANCE VEHICLE PULLOUT.
Location Description: LOS ANGLES COUNTY IN POMONA AT VARIOUS LOCATIONS FROM PHILLIPS RANCH ROAD OVERCROSSING TO 0.1 MILE EAST OF RESERVOIR STREET UNDERCROSSING
Contractor Name: ACCU CONSTRUCTION INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-10-13-5
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: 10/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2022
The quantity of what the sample constitutes: 1692 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-2732
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Design Build Eng.
The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at subgrade.
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-10-13-5-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/13/2022
Date Tested: 10/13/2022
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
|
1.7
|
|
Highest adjust wet density
|
1.95
|
|
Relative compaction
|
87
|
|
% Moisture
|
4.9 %
|
|
Optimum Moisture
|
6.9 %
|
DIME Test ID: 2022-10-13-5-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/13/2022
Date Tested: 10/13/2022
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
|
2164 g/cc
|
|
Count or Density 1
|
1.82 g/cc
|
|
Count or Density 2
|
1.67 g/cc
|
|
Count or Density 3
|
1.62 g/cc
|
|
Standard Count Moisture
|
636 g/cc
|
|
Moisture Count 1
|
0.11 g/cc
|
|
Moisture Count 2
|
0.08 g/cc
|
|
Moisture Count 3
|
0.05 g/cc
|
|
Sum of Count or Density
|
5.11 g/cc
|
|
Average of Count or Density
|
1.7 g/cc
|
|
Sum of Moisture Count
|
0.24 g/cc
|
|
Average of Moisture Count
|
0.08 g/cc
|
|
Calculated Percent Relative Compaction
|
87.4 %
|
|
Reported Percent Relative Compaction
|
87 %
|
