Print Report | Back to Sample Detail

Sample Record for 2024-03-12-5

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

Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2024-03-12-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 03/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2024
The quantity of what the sample constitutes: 2000 sq ft per CTM 231
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

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): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-03-12-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/13/2024
Date Tested: 03/12/2024
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: SB 99 Station 180+80 to 184+70 elevation: .95'BFG width: 46ft
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1824 g/cc
Count or Density 1 824 g/cc
Count or Density 2 1019 g/cc
Count or Density 3 1015 g/cc
Count or Density 4 1030 g/cc
Count or Density 5 952 g/cc
Standard Count Moisture 650 g/cc
Moisture Count 1 134 g/cc
Moisture Count 2 111 g/cc
Moisture Count 3 119 g/cc
Moisture Count 4 121 g/cc
Moisture Count 5 116 g/cc
Sum of Count or Density 4840.00 g/cc
Average of Count or Density 968.00 g/cc
Sum of Moisture Count 601.00 g/cc
Average of Moisture Count 120.00 g/cc
Count Ratio Density 0.53
Count Ratio Moisture 0.18
Calculated Percent Relative Compaction 97.3 %
Reported Percent Relative Compaction 97 %