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: 2024-02-29-11
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: 02/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/29/2024
The quantity of what the sample constitutes: 2000 sq ft per CTM 231
A brief description of the sample: Native
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: 2024-02-29-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/01/2024
Date Tested: 02/29/2024
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: NB 99 # 1 lane inside shoulder Sta 191+64 to 199+89 elevation: 1.7' BFG width: 21.8ft
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
1775 g/cc
|
Count or Density 1
|
886 g/cc
|
Count or Density 2
|
1078 g/cc
|
Count or Density 3
|
1015 g/cc
|
Count or Density 4
|
992 g/cc
|
Count or Density 5
|
912 g/cc
|
Standard Count Moisture
|
652 g/cc
|
Moisture Count 1
|
104 g/cc
|
Moisture Count 2
|
112 g/cc
|
Moisture Count 3
|
117 g/cc
|
Moisture Count 4
|
111 g/cc
|
Moisture Count 5
|
109 g/cc
|
Sum of Count or Density
|
4883.00 g/cc
|
Average of Count or Density
|
977.00 g/cc
|
Sum of Moisture Count
|
553.00 g/cc
|
Average of Moisture Count
|
111.00 g/cc
|
Count Ratio Density
|
0.55
|
Count Ratio Moisture
|
0.17
|
Calculated Percent Relative Compaction
|
94.5 %
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-02-29-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/01/2024
Date Tested: 02/29/2024
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: NB 99 # 1 lane inside shoulder Sta 191+64 to 199+89 elevation: 1.7' BFG width: 21.8ft
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.07
|
Highest adjust wet density
|
2.19
|
Relative compaction
|
95
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|