Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995201 DEA: 061G3104 EFIS: 0623000239
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-178-20.6/21.6
Work Description: Roadway / retaining wall / slope repairs
Location Description:
Contractor Name: GENUINE ENGINEERING INC
Contractor Address: 11762 De Palma Road,Suite 1C, PMB 225, Corona, CA 92883
Resident Engineer: Travis Landas Structure Rep.: Albert Heredia
DIME Sample ID: 2024-08-26-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 08/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2024
The quantity of what the sample constitutes: 40 lbs class 2 AB
A brief description of the sample: 3/4" Class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
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: 2024-08-26-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/26/2024
Date Tested: 08/26/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1580 g/cc
|
|
Count or Density 1
|
784 g/cc
|
|
Count or Density 2
|
690 g/cc
|
|
Count or Density 3
|
600 g/cc
|
|
Standard Count Moisture
|
610 g/cc
|
|
Moisture Count 1
|
54 g/cc
|
|
Moisture Count 2
|
73 g/cc
|
|
Moisture Count 3
|
73 g/cc
|
|
Sum of Count or Density
|
2074 g/cc
|
|
Average of Count or Density
|
691 g/cc
|
|
Sum of Moisture Count
|
200 g/cc
|
|
Average of Moisture Count
|
67 g/cc
|
|
Count Ratio Density
|
0.44
|
|
Count Ratio Moisture
|
0.11
|
|
Calculated Percent Relative Compaction
|
96.1 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2024-08-26-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/26/2024
Date Tested: 08/26/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.24
|
|
Highest adjust wet density
|
2.33
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
