Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994930 DEA: 061A7504 EFIS: 0620000180
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-26.8/30.0
Work Description: CONSTRUCT HIGH-TENSION MEDIAN CABLE BARRIER WITH VEGETATION CONTROL.
Location Description: FRESNO COUNTY ABOUT 8 MILES WEST OF THREE ROCKS FROM PARKHURST EQUIPMENT UNDERCROSSING TO ROUTE 5/33 SEPARATION
Contractor Name: CALIFORNIA HIGHWAY CONSTRUCTION GROUP, INC
Contractor Address: 1647 Willow Pass Road #150, CONCORD, CA 94520
Resident Engineer: Tyler Street Structure Rep.: Unknown
DIME Sample ID: 2024-04-12-17
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: 04/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite
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: CTM 231 test location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-04-12-17-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/12/2024
Date Tested: 04/12/2024
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: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1774 g/cc
|
|
Count or Density 1
|
2651 g/cc
|
|
Count or Density 2
|
2725 g/cc
|
|
Count or Density 3
|
2615 g/cc
|
|
Count or Density 4
|
2720 g/cc
|
|
Count or Density 5
|
2574 g/cc
|
|
Standard Count Moisture
|
649 g/cc
|
|
Moisture Count 1
|
96 g/cc
|
|
Moisture Count 2
|
75 g/cc
|
|
Moisture Count 3
|
85 g/cc
|
|
Moisture Count 4
|
92 g/cc
|
|
Moisture Count 5
|
92 g/cc
|
|
Sum of Count or Density
|
13285 g/cc
|
|
Average of Count or Density
|
2657 g/cc
|
|
Sum of Moisture Count
|
440 g/cc
|
|
Average of Moisture Count
|
88 g/cc
|
|
Count Ratio Density
|
1.5
|
|
Count Ratio Moisture
|
0.14
|
|
Calculated Percent Relative Compaction
|
88.8 %
|
|
Reported Percent Relative Compaction
|
89 %
|
DIME Test ID: 2024-04-12-17-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/12/2024
Date Tested: 04/12/2024
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: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.83
|
|
Highest adjust wet density
|
2.06
|
|
Relative compaction
|
89
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
