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: 2023-10-12-21
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: 10/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2023
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: 16
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: 2023-10-12-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/13/2023
Date Tested: 10/12/2023
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: WB Hwy 46 Sta 161+00 to 156+50 Retest elevation: 1.60 ft BFG width: 39-42ft probe: 7" 95% required
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
1896 g/cc
|
Count or Density 1
|
1243 g/cc
|
Count or Density 2
|
1276 g/cc
|
Count or Density 3
|
1160 g/cc
|
Count or Density 4
|
1424 g/cc
|
Count or Density 5
|
1042 g/cc
|
Standard Count Moisture
|
623 g/cc
|
Moisture Count 1
|
147 g/cc
|
Moisture Count 2
|
112 g/cc
|
Moisture Count 3
|
130 g/cc
|
Moisture Count 4
|
114 g/cc
|
Moisture Count 5
|
124 g/cc
|
Sum of Count or Density
|
6145.00 g/cc
|
Average of Count or Density
|
1229.00 g/cc
|
Sum of Moisture Count
|
627.00 g/cc
|
Average of Moisture Count
|
125.00 g/cc
|
Count Ratio Density
|
0.65
|
Count Ratio Moisture
|
0.20
|
Calculated Percent Relative Compaction
|
96.3 %
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-10-12-21-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/13/2023
Date Tested: 10/12/2023
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: WB Hwy 46 Sta 161+00 to 156+50 Retest elevation: 1.60 ft BFG width: 39-42ft probe: 7" 95% required
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.09
|
Highest adjust wet density
|
2.17
|
Relative compaction
|
96
|
% Moisture
|
8.3 %
|
Optimum Moisture
|
10.3 %
|