Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994112 DEA: 060X0804 EFIS: 0618000017
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-178-12.6/55.4
Work Description: REPLACE DRAINAGE SYSTEMS, CURED-IN PLACE-PIPELINERS.
Location Description: KERN COUNTY NEAR BAKERSFIELD AT VARIOURS LOCATIONS FROM 1.6 MILES EAST OF RANCHERIA ROAD TO VISTA GRANDE DRIVE
Contractor Name: GENUINE ENGINEERING INC
Contractor Address: 13306 INDIAN BOW CIR, CORONA CA 92883
Resident Engineer: Trever Shiplee Structure Rep.: Unknown
DIME Sample ID: 2023-11-01-28
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: 11/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2023
The quantity of what the sample constitutes: 40 lbs native existing material
A brief description of the sample: decomposed granite brown fine and medium grained blended with silty sand trace of fine gravel
From where was the sample collected: Job Site
Laboratory sample identification: 1
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: 2023-11-01-28-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/01/2023
Date Tested: 11/01/2023
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: WB Hwy 178 DS# 14 PM 16.35 Footing headwall length: 8ft width: 4 ft
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1593 g/cc
|
|
Count or Density 1
|
1644 g/cc
|
|
Count or Density 2
|
1445 g/cc
|
|
Count or Density 3
|
1884 g/cc
|
|
Standard Count Moisture
|
618 g/cc
|
|
Moisture Count 1
|
93 g/cc
|
|
Moisture Count 2
|
114 g/cc
|
|
Moisture Count 3
|
81 g/cc
|
|
Sum of Count or Density
|
4973.00 g/cc
|
|
Average of Count or Density
|
1658.00 g/cc
|
|
Sum of Moisture Count
|
288.00 g/cc
|
|
Average of Moisture Count
|
96.00 g/cc
|
|
Count Ratio Density
|
1.04
|
|
Count Ratio Moisture
|
0.16
|
|
Calculated Percent Relative Compaction
|
88.8 %
|
|
Reported Percent Relative Compaction
|
89 %
|
DIME Test ID: 2023-11-01-28-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/01/2023
Date Tested: 11/01/2023
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: WB Hwy 178 DS# 14 PM 16.35 Footing headwall length: 8ft width: 4 ft
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.99
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
89
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
