Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994078 DEA: 060X7604 EFIS: 0618000129
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-0.2/0.6
Work Description: INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY.
Location Description: KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET
Contractor Name: Granite Construction
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2023-03-31-8
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: 03/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/31/2023
The quantity of what the sample constitutes: 40 lbs
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: EB Hwy 119 sta 55+60 to 62+90
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: 2023-03-31-8-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/31/2023
Date Tested: 03/31/2023
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: EB Hwy 119 Sta 55+60 to 62+90 elevaton 2' BFG width 8'-17' 6" probe
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
1944 g/cc
|
Count or Density 1
|
2116 g/cc
|
Count or Density 2
|
1947 g/cc
|
Count or Density 3
|
1617 g/cc
|
Count or Density 4
|
1895 g/cc
|
Count or Density 5
|
1771 g/cc
|
Standard Count Moisture
|
623 g/cc
|
Moisture Count 1
|
195 g/cc
|
Moisture Count 2
|
198 g/cc
|
Moisture Count 3
|
178 g/cc
|
Moisture Count 4
|
192 g/cc
|
Moisture Count 5
|
187 g/cc
|
Sum of Count or Density
|
9346.00 g/cc
|
Average of Count or Density
|
1869.00 g/cc
|
Sum of Moisture Count
|
950.00 g/cc
|
Average of Moisture Count
|
190.00 g/cc
|
Count Ratio Density
|
0.96
|
Count Ratio Moisture
|
0.30
|
Calculated Percent Relative Compaction
|
100 %
|
Reported Percent Relative Compaction
|
100 %
|
DIME Test ID: 2023-03-31-8-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/31/2023
Date Tested: 03/31/2023
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
|
2.02
|
Highest adjust wet density
|
2.01
|
Relative compaction
|
100
|
% Moisture
|
14.1 %
|
Optimum Moisture
|
14.1 %
|