Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias
DIME Sample ID: 2023-07-10-37
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 07/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2023
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: 278
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 196+00 to 193+75
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: 2023-07-10-37-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/14/2023
Date Tested: 07/10/2023
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: EB 46 sidewalk Sta 196+00 to 193+75 Elevation: FSG width: 8 ft 4" probe
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.24
|
|
Highest adjust wet density
|
2.35
|
|
Relative compaction
|
95
|
|
% Moisture
|
4.2 %
|
|
Optimum Moisture
|
6.2 %
|
DIME Test ID: 2023-07-10-37-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/14/2023
Date Tested: 07/10/2023
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: EB 46 sidewalk Sta 196+00 to 193+75 Elevation: FSG width: 8 ft 4" probe
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1593 g/cc
|
|
Count or Density 1
|
1535 g/cc
|
|
Count or Density 2
|
1389 g/cc
|
|
Count or Density 3
|
1536 g/cc
|
|
Standard Count Moisture
|
614 g/cc
|
|
Moisture Count 1
|
76 g/cc
|
|
Moisture Count 2
|
83 g/cc
|
|
Moisture Count 3
|
64 g/cc
|
|
Sum of Count or Density
|
4460 g/cc
|
|
Average of Count or Density
|
1487 g/cc
|
|
Sum of Moisture Count
|
223 g/cc
|
|
Average of Moisture Count
|
74 g/cc
|
|
Count Ratio Density
|
0.93
|
|
Count Ratio Moisture
|
0.12
|
|
Calculated Percent Relative Compaction
|
95.3 %
|
|
Reported Percent Relative Compaction
|
95 %
|
