Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993482 DEA: 060V2804 EFIS: 0616000124
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-L0.9/L1.1
Work Description: PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location Description: KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Jose Quiroz Structure Rep.: Unknown
DIME Sample ID: 2023-02-23-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 02/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Native Soil- sitty FM sand mod. clay and gravel
From where was the sample collected: Job Site
Laboratory sample identification: 32
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sta 16+55.18 to 17+78.59 and sta 15+62.82 to 16+87.84
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: 2023-02-23-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/23/2023
Date Tested: 02/23/2023
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: NW and NE bus pad areas Sta 16+55.18 to 17+78.59 and Sta 15+62.82to 16+87.84 elevation FG width 10 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1702 g/cc
|
|
Count or Density 1
|
1012 g/cc
|
|
Count or Density 2
|
986 g/cc
|
|
Count or Density 3
|
970 g/cc
|
|
Standard Count Moisture
|
654 g/cc
|
|
Moisture Count 1
|
147 g/cc
|
|
Moisture Count 2
|
160 g/cc
|
|
Moisture Count 3
|
142 g/cc
|
|
Sum of Count or Density
|
2968 g/cc
|
|
Average of Count or Density
|
989 g/cc
|
|
Sum of Moisture Count
|
449 g/cc
|
|
Average of Moisture Count
|
150 g/cc
|
|
Count Ratio Density
|
0.58
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
96.8 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-02-23-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/23/2023
Date Tested: 02/23/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.14
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
97
|
|
% Moisture
|
9.7 %
|
|
Optimum Moisture
|
11.7 %
|
