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: 2023-11-09-20
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: 11/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2023
The quantity of what the sample constitutes: 2000 sq ft per CTM 231
A brief description of the sample: Class2 AB
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: 2023-11-09-20-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/09/2023
Date Tested: 11/09/2023
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: Sta 244+49 to 238+49 elevation: 0.95ft width: 30 ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1793 g/cc
|
|
Count or Density 1
|
773 g/cc
|
|
Count or Density 2
|
748 g/cc
|
|
Count or Density 3
|
759 g/cc
|
|
Count or Density 4
|
761 g/cc
|
|
Count or Density 5
|
749 g/cc
|
|
Standard Count Moisture
|
655 g/cc
|
|
Moisture Count 1
|
131 g/cc
|
|
Moisture Count 2
|
115 g/cc
|
|
Moisture Count 3
|
119 g/cc
|
|
Moisture Count 4
|
120 g/cc
|
|
Moisture Count 5
|
128 g/cc
|
|
Sum of Count or Density
|
3790.00 g/cc
|
|
Average of Count or Density
|
758.00 g/cc
|
|
Sum of Moisture Count
|
613.00 g/cc
|
|
Average of Moisture Count
|
123.00 g/cc
|
|
Count Ratio Density
|
0.42
|
|
Count Ratio Moisture
|
0.19
|
|
Calculated Percent Relative Compaction
|
99.1 %
|
|
Reported Percent Relative Compaction
|
99 %
|
DIME Test ID: 2023-11-09-20-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/09/2023
Date Tested: 11/09/2023
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: Sta 244+49 to 238+49 elevation: 0.95ft width: 30 ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.24
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
99
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
