Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994976 DEA: 060X3304 EFIS: 0618000055
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-R0.0/4.4
Work Description: REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE.
Location Description: KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Joy Denny Structure Rep.: Travis Landas
DIME Sample ID: 2024-10-08-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at 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: 2024-10-08-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/09/2024
Date Tested: 10/09/2024
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
1572 g/cc
|
|
Count or Density 1
|
1166 g/cc
|
|
Count or Density 2
|
1064 g/cc
|
|
Count or Density 3
|
1074 g/cc
|
|
Count or Density 4
|
1152 g/cc
|
|
Count or Density 5
|
1044 g/cc
|
|
Standard Count Moisture
|
611 g/cc
|
|
Moisture Count 1
|
101 g/cc
|
|
Moisture Count 2
|
107 g/cc
|
|
Moisture Count 3
|
109 g/cc
|
|
Moisture Count 4
|
122 g/cc
|
|
Moisture Count 5
|
132 g/cc
|
|
Sum of Count or Density
|
5500 g/cc
|
|
Average of Count or Density
|
1100 g/cc
|
|
Sum of Moisture Count
|
571 g/cc
|
|
Average of Moisture Count
|
114 g/cc
|
|
Count Ratio Density
|
0.7
|
|
Count Ratio Moisture
|
0.19
|
|
Calculated Percent Relative Compaction
|
98.2 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2024-10-08-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/09/2024
Date Tested: 10/09/2024
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: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.24
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
98
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
