Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-10.4/21.2
Work Description: CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: James Burford Structure Rep.: Ulysis Baal
DIME Sample ID: 2023-09-07-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 09/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2023
The quantity of what the sample constitutes: slit sand bend with class 2 AB
A brief description of the sample: slit sand bend with class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
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: jobsite - compacted base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-09-07-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/07/2023
Date Tested: 09/07/2023
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: NB H5 line off ramp Sta 529+65 to 535+65 elevation: FSG width: 10ft prone 6" 95% required
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1603 g/cc
|
|
Count or Density 1
|
1229 g/cc
|
|
Count or Density 2
|
1258 g/cc
|
|
Count or Density 3
|
1420 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
51 g/cc
|
|
Moisture Count 2
|
60 g/cc
|
|
Moisture Count 3
|
105 g/cc
|
|
Sum of Count or Density
|
3907.00 g/cc
|
|
Average of Count or Density
|
1302.00 g/cc
|
|
Sum of Moisture Count
|
216.00 g/cc
|
|
Average of Moisture Count
|
72.00 g/cc
|
|
Count Ratio Density
|
0.81
|
|
Count Ratio Moisture
|
0.12
|
|
Calculated Percent Relative Compaction
|
94.2 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2023-09-07-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/07/2023
Date Tested: 09/07/2023
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: NB H5 line off ramp Sta 529+65 to 535+65 elevation: FSG width: 10ft prone 6" 95% required
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.13
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
94
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
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