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: 2023-04-10-14
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: 04/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2023
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: 3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: EB Hwy 119 sta 51+10 to 55+60
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: 2023-04-10-14-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/10/2023
Date Tested: 04/10/2023
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 51+10 to 55+60 elevation: 2' BFG width: 20 ft probe: 6"
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1619 g/cc
|
|
Count or Density 1
|
1611 g/cc
|
|
Count or Density 2
|
1538 g/cc
|
|
Count or Density 3
|
1634 g/cc
|
|
Standard Count Moisture
|
613 g/cc
|
|
Moisture Count 1
|
123 g/cc
|
|
Moisture Count 2
|
153 g/cc
|
|
Moisture Count 3
|
155 g/cc
|
|
Sum of Count or Density
|
4783.00 g/cc
|
|
Average of Count or Density
|
1594.00 g/cc
|
|
Sum of Moisture Count
|
431.00 g/cc
|
|
Average of Moisture Count
|
144.00 g/cc
|
|
Count Ratio Density
|
0.98
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
99 %
|
|
Reported Percent Relative Compaction
|
99 %
|
DIME Test ID: 2023-04-10-14-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/10/2023
Date Tested: 04/10/2023
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
|
2.06
|
|
Highest adjust wet density
|
2.08
|
|
Relative compaction
|
99
|
|
% Moisture
|
9.2 %
|
|
Optimum Moisture
|
11.2 %
|
