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Sample Record for 2023-06-15-2

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

Project Information

Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58,204-R53.4/R54.5,R0.0/4.6
Work Description: MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS.
Location Description: KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET
Contractor Name: PTM General Engineering
Contractor Address: 5942 Acorn Street, Riverside,CA 92504
Resident Engineer: Trever Shiplee Structure Rep.: Ulysis Baal

Sample Information

DIME Sample ID: 2023-06-15-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 06/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2023
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: 5
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Class 2 AB

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: Test holes at jobsite
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: 2023-06-15-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/15/2023
Date Tested: 06/15/2023
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: Curb Ramps #1, #3 and #4 roadway, sta 11+24.40 to 12+09.85 and 12+19.03 to 12+38.69 elevation: .35'BFg width: 2ft probe 7"
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.11
Highest adjust wet density 2.13
Relative compaction 99
% Moisture 9.9 %
Optimum Moisture 11.9 %

Test 2 of 2

DIME Test ID: 2023-06-15-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/15/2023
Date Tested: 06/15/2023
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: Curb Ramps #1, #3 and #4 roadway, sta 11+24.40 to 12+09.85 and 12+19.03 to 12+38.69 elevation: .35'BFg width: 2ft probe 7"
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1616 g/cc
Count or Density 1 1097 g/cc
Count or Density 2 1060 g/cc
Count or Density 3 1129 g/cc
Standard Count Moisture 617 g/cc
Moisture Count 1 148 g/cc
Moisture Count 2 137 g/cc
Moisture Count 3 144 g/cc
Sum of Count or Density 3286.00 g/cc
Average of Count or Density 1095.00 g/cc
Sum of Moisture Count 429.00 g/cc
Average of Moisture Count 143.00 g/cc
Count Ratio Density 0.68
Count Ratio Moisture 0.23
Calculated Percent Relative Compaction 99 %
Reported Percent Relative Compaction 99 %