Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-10.4/21.2
Work Description: CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: James Burford Structure Rep.: Ulysis Baal
DIME Sample ID: 2023-04-19-2
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: 04/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2023
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Mostly F&M sand, some P gravel light brown
From where was the sample collected: Job Site
Laboratory sample identification: 222
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native soil
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: 2023-04-19-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/19/2023
Date Tested: 04/19/2023
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: NB SR 99 LN#2 Sta 130+80 to 145+80 elevation 1.35'BFG width: 12ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1612 g/cc
|
|
Count or Density 1
|
855 g/cc
|
|
Count or Density 2
|
921 g/cc
|
|
Count or Density 3
|
810 g/cc
|
|
Count or Density 4
|
761 g/cc
|
|
Count or Density 5
|
759 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
121 g/cc
|
|
Moisture Count 2
|
94 g/cc
|
|
Moisture Count 3
|
127 g/cc
|
|
Moisture Count 4
|
146 g/cc
|
|
Moisture Count 5
|
125 g/cc
|
|
Sum of Count or Density
|
4106 g/cc
|
|
Average of Count or Density
|
821 g/cc
|
|
Sum of Moisture Count
|
613 g/cc
|
|
Average of Moisture Count
|
123 g/cc
|
|
Count Ratio Density
|
0.51
|
|
Count Ratio Moisture
|
0.2
|
|
Calculated Percent Relative Compaction
|
99.5 %
|
|
Reported Percent Relative Compaction
|
100 %
|
DIME Test ID: 2023-04-19-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/19/2023
Date Tested: 04/19/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.23
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
100
|
|
% Moisture
|
7.7 %
|
|
Optimum Moisture
|
9.7 %
|
