Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995217 DEA: 061F6904 EFIS: 0623000144
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-38/57, 39/47, 32/57
Work Description: Emergency Landslide Repair. Roadway / Slope / Culvert repairs.
Location Description:
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2024-02-26-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 02/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: CTM 231
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite
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 location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-02-26-7-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/26/2024
Date Tested: 02/26/2024
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: Hwy 190 RW#1 @ pm 41.22 Piles 7-11 elevation: 5.5ft to 6ft below top of pile width: 4ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.15
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
DIME Test ID: 2024-02-26-7-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/26/2024
Date Tested: 02/26/2024
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: Hwy 190 RW#1 @ pm 41.22 Piles 7-11 elevation: 5.5ft to 6ft below top of pile width: 4ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1760 g/cc
|
|
Count or Density 1
|
864 g/cc
|
|
Count or Density 2
|
914 g/cc
|
|
Count or Density 3
|
782 g/cc
|
|
Standard Count Moisture
|
655 g/cc
|
|
Moisture Count 1
|
109 g/cc
|
|
Moisture Count 2
|
96 g/cc
|
|
Moisture Count 3
|
107 g/cc
|
|
Sum of Count or Density
|
2560 g/cc
|
|
Average of Count or Density
|
853 g/cc
|
|
Sum of Moisture Count
|
312 g/cc
|
|
Average of Moisture Count
|
104 g/cc
|
|
Count Ratio Density
|
0.48
|
|
Count Ratio Moisture
|
0.16
|
|
Calculated Percent Relative Compaction
|
96 %
|
|
Reported Percent Relative Compaction
|
96 %
|
