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: 2023-02-17-13
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: 02/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/17/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Imported Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 240
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sta 193+17 to 193+80
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: 2023-02-17-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/17/2023
Date Tested: 02/17/2023
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: East embankment backfill (within 150 ft of structure)Sta 193+17 to 193+80 elevation 321 width 120 ft probe 6"
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
1701 g/cc
|
Count or Density 1
|
1596 g/cc
|
Count or Density 2
|
1420 g/cc
|
Count or Density 3
|
1319 g/cc
|
Standard Count Moisture
|
656 g/cc
|
Moisture Count 1
|
185 g/cc
|
Moisture Count 2
|
194 g/cc
|
Moisture Count 3
|
166 g/cc
|
Sum of Count or Density
|
4335.00 g/cc
|
Average of Count or Density
|
1445.00 g/cc
|
Sum of Moisture Count
|
545.00 g/cc
|
Average of Moisture Count
|
182.00 g/cc
|
Count Ratio Density
|
0.85
|
Count Ratio Moisture
|
0.28
|
Calculated Percent Relative Compaction
|
96.9 %
|
Reported Percent Relative Compaction
|
97 %
|