Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58,204-R53.4/R54.5,R0.0/4.6
Work Description: MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS.
Location Description: KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET
Contractor Name: PTM General Engineering
Contractor Address: 5942 Acorn Street, Riverside,CA 92504
Resident Engineer: Trever Shiplee Structure Rep.: Ulysis Baal
DIME Sample ID: 2023-06-20-9
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: 06/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2023
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification: 6
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: none
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: 2023-06-20-9-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/20/2023
Date Tested: 06/20/2023
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: Curb Ramp #7 sidewalk section Elevation: FSG width: 5-10 ft length= 25 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.17
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
97
|
|
% Moisture
|
6.4 %
|
|
Optimum Moisture
|
8.4 %
|
DIME Test ID: 2023-06-20-9-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/20/2023
Date Tested: 06/20/2023
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: Curb Ramp #7 sidewalk section Elevation: FSG width: 5-10 ft length= 25 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1936 g/cc
|
|
Count or Density 1
|
866 g/cc
|
|
Count or Density 2
|
942 g/cc
|
|
Count or Density 3
|
850 g/cc
|
|
Standard Count Moisture
|
625 g/cc
|
|
Moisture Count 1
|
113 g/cc
|
|
Moisture Count 2
|
87 g/cc
|
|
Moisture Count 3
|
109 g/cc
|
|
Sum of Count or Density
|
2658.00 g/cc
|
|
Average of Count or Density
|
886.00 g/cc
|
|
Sum of Moisture Count
|
309.00 g/cc
|
|
Average of Moisture Count
|
103.00 g/cc
|
|
Count Ratio Density
|
0.46
|
|
Count Ratio Moisture
|
0.16
|
|
Calculated Percent Relative Compaction
|
96.8 %
|
|
Reported Percent Relative Compaction
|
97 %
|
