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Sample Record for 2024-04-22-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994872 DEA: 060X1604 EFIS: 0618000183 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R64.4/67.3
Work Description: HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location Description: KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-22-2
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: 04/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2024
The quantity of what the sample constitutes: 40 lbs class 2 AB
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite native subgrade

Material Information

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 Holes
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-04-22-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/22/2024
Date Tested: 04/22/2024
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: WB HWY 58 Lane #1 and inside shoulder Sta 125+69.5 to 128+93.5, Sta 144+55.88-109+83.38, Sta 101+30 to 100+00 Elevation: FSG width: 19 ft
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1575 g/cc
Count or Density 1 782 g/cc
Count or Density 2 774 g/cc
Count or Density 3 894 g/cc
Count or Density 4 922 g/cc
Count or Density 5 812 g/cc
Standard Count Moisture 581 g/cc
Moisture Count 1 125 g/cc
Moisture Count 2 123 g/cc
Moisture Count 3 108 g/cc
Moisture Count 4 112 g/cc
Moisture Count 5 113 g/cc
Sum of Count or Density 4184.00 g/cc
Average of Count or Density 837.00 g/cc
Sum of Moisture Count 581.00 g/cc
Average of Moisture Count 116.00 g/cc
Count Ratio Density 0.53
Count Ratio Moisture 0.20
Calculated Percent Relative Compaction 97.2 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2024-04-22-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/22/2024
Date Tested: 04/22/2024
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: WB HWY 58 Lane #1 and inside shoulder Sta 125+69.5 to 128+93.5, Sta 144+55.88-109+83.38, Sta 101+30 to 100+00 Elevation: FSG width: 19 ft
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