Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994577 DEA: 060V7604 EFIS: 0616000220
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL,FRE-99-51.8/R53.9,R0.0/R0.3
Work Description: UPGRADE WATER AND WASTEWATER SYSTEMS AT ROADSIDE REST AREA.
Location Description: TULARE AND FRESNO COUNTIES IN AND NEAR KINGSBURG FROM DODGE AVENUE OVERCROSSING TO 0.7 MILE NORTH OF MENDOCINO AVENUE OVERCROSSING
Contractor Name: TSI ENGINEERING, INC.
Contractor Address: 4600 Roseville Rd., Suite 140, North Highlands, CA 95660
Resident Engineer: Tyler Street Structure Rep.: Unknown
DIME Sample ID: 2024-05-09-22
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: 05/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Material
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: Test holes at jobsite
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-05-09-22-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/09/2024
Date Tested: 05/09/2024
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: Warlow Rest area
Septie Tank backfill area Elevation: FS length: 25ft width: 20ft
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.88
|
|
Highest adjust wet density
|
2.01
|
|
Relative compaction
|
94
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
DIME Test ID: 2024-05-09-22-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/09/2024
Date Tested: 05/09/2024
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: Warlow Rest area
Septie Tank backfill area Elevation: FS length: 25ft width: 20ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1697 g/cc
|
|
Count or Density 1
|
1378 g/cc
|
|
Count or Density 2
|
1375 g/cc
|
|
Count or Density 3
|
1369 g/cc
|
|
Standard Count Moisture
|
633 g/cc
|
|
Moisture Count 1
|
93 g/cc
|
|
Moisture Count 2
|
116 g/cc
|
|
Moisture Count 3
|
82 g/cc
|
|
Sum of Count or Density
|
4122.00 g/cc
|
|
Average of Count or Density
|
1374.00 g/cc
|
|
Sum of Moisture Count
|
291.00 g/cc
|
|
Average of Moisture Count
|
97.00 g/cc
|
|
Count Ratio Density
|
0.81
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
93.5 %
|
|
Reported Percent Relative Compaction
|
94 %
|
