Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993607 DEA: 07322604 EFIS: 0716000057
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R41.3/R44.6
Work Description: CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER.
Location Description: LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 42690 Rio Nedo, Temecula, CA 92590
Resident Engineer: Raj Punjabi Structure Rep.: Unknown
DIME Sample ID: 2023-04-12-11
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 04/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2023
The quantity of what the sample constitutes: 432 sqft
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 23-0425
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: 2023-04-12-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/13/2023
Date Tested: 04/12/2023
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
3038 g/cc
|
|
Count or Density 1
|
5890 g/cc
|
|
Count or Density 2
|
5912 g/cc
|
|
Count or Density 3
|
4516 g/cc
|
|
Standard Count Moisture
|
1072 g/cc
|
|
Moisture Count 1
|
402 g/cc
|
|
Moisture Count 2
|
361 g/cc
|
|
Moisture Count 3
|
250 g/cc
|
|
Sum of Count or Density
|
16318 g/cc
|
|
Average of Count or Density
|
5439 g/cc
|
|
Sum of Moisture Count
|
1013 g/cc
|
|
Average of Moisture Count
|
338 g/cc
|
|
Count Ratio Density
|
1.79
|
|
Count Ratio Moisture
|
0.32
|
|
Calculated Percent Relative Compaction
|
95.4 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-04-12-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/13/2023
Date Tested: 04/12/2023
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.07
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
95
|
|
% Moisture
|
13.1 %
|
|
Optimum Moisture
|
13.1 %
|
