Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994819 DEA: 060U4304 EFIS: 0616000033
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-8.5/11.6
Work Description: RESURFACE LANES AND SHOULDERS.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield CA 93308
Resident Engineer: Amrit Brar Structure Rep.: Unknown
DIME Sample ID: 2024-05-30-23
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: 05/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2024
The quantity of what the sample constitutes: 40 lbs class 2 AB
A brief description of the sample: class 2 ab
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: 2024-05-30-23-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/31/2024
Date Tested: 05/31/2024
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
|
1880 g/cc
|
|
Count or Density 1
|
958 g/cc
|
|
Count or Density 2
|
924 g/cc
|
|
Count or Density 3
|
934 g/cc
|
|
Standard Count Moisture
|
628 g/cc
|
|
Moisture Count 1
|
140 g/cc
|
|
Moisture Count 2
|
125 g/cc
|
|
Moisture Count 3
|
122 g/cc
|
|
Sum of Count or Density
|
2816.00 g/cc
|
|
Average of Count or Density
|
939.00 g/cc
|
|
Sum of Moisture Count
|
387.00 g/cc
|
|
Average of Moisture Count
|
129.00 g/cc
|
|
Count Ratio Density
|
0.50
|
|
Count Ratio Moisture
|
0.21
|
|
Calculated Percent Relative Compaction
|
97.2 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-05-30-23-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/31/2024
Date Tested: 05/31/2024
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
|
2.11
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
97
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
