Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215425 DEA: 06360244 EFIS: 0613000005
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2023-12-11-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 12/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/11/2023
The quantity of what the sample constitutes: 2000 sq ft per CTM 231
A brief description of the sample: Import onsite barrow
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: Test holes at jobsite
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-12-11-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/11/2023
Date Tested: 12/11/2023
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: SB 99 inside shoulder embankment 3ft - 7ft R edge of shoulder Sta 141+50 to 154+81 elevation: .5ft BFG width: 4 ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1731 g/cc
|
|
Count or Density 1
|
927 g/cc
|
|
Count or Density 2
|
810 g/cc
|
|
Count or Density 3
|
906 g/cc
|
|
Standard Count Moisture
|
635 g/cc
|
|
Moisture Count 1
|
108 g/cc
|
|
Moisture Count 2
|
100 g/cc
|
|
Moisture Count 3
|
128 g/cc
|
|
Sum of Count or Density
|
2643 g/cc
|
|
Average of Count or Density
|
881 g/cc
|
|
Sum of Moisture Count
|
336 g/cc
|
|
Average of Moisture Count
|
112 g/cc
|
|
Count Ratio Density
|
0.51
|
|
Count Ratio Moisture
|
0.18
|
|
Calculated Percent Relative Compaction
|
95.5 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-12-11-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/11/2023
Date Tested: 12/11/2023
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: SB 99 inside shoulder embankment 3ft - 7ft R edge of shoulder Sta 141+50 to 154+81 elevation: .5ft BFG width: 4 ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.17
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
95
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
