Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER, -46-26.1/30.2
Work Description: CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location Description: KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: JAKE GARCIA Structure Rep.: Unknown
DIME Sample ID: 2023-09-27-9
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: 09/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2023
The quantity of what the sample constitutes: up to 2000 sq yd
A brief description of the sample: Clay, silt sand mixture, BRN reddish
From where was the sample collected: Job Site
Laboratory sample identification: 02
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rte 46
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: 2023-09-27-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/28/2023
Date Tested: 09/27/2023
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: BRWN line sta 12+60 to 18+20 Roadway Elevation: FSG width: 32ft probe: 5" 95% required
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1905 g/cc
|
|
Count or Density 1
|
2069 g/cc
|
|
Count or Density 2
|
1865 g/cc
|
|
Count or Density 3
|
1816 g/cc
|
|
Count or Density 4
|
1741 g/cc
|
|
Count or Density 5
|
1899 g/cc
|
|
Standard Count Moisture
|
624 g/cc
|
|
Moisture Count 1
|
143 g/cc
|
|
Moisture Count 2
|
157 g/cc
|
|
Moisture Count 3
|
171 g/cc
|
|
Moisture Count 4
|
167 g/cc
|
|
Moisture Count 5
|
139 g/cc
|
|
Sum of Count or Density
|
9390.00 g/cc
|
|
Average of Count or Density
|
1878.00 g/cc
|
|
Sum of Moisture Count
|
777.00 g/cc
|
|
Average of Moisture Count
|
155.00 g/cc
|
|
Count Ratio Density
|
0.99
|
|
Count Ratio Moisture
|
0.25
|
|
Calculated Percent Relative Compaction
|
94.5 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-09-27-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/28/2023
Date Tested: 09/27/2023
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: BRWN line sta 12+60 to 18+20 Roadway Elevation: FSG width: 32ft probe: 5" 95% required
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
94
|
|
% Moisture
|
11.4 %
|
|
Optimum Moisture
|
11.4 %
|
