Summary for Test 2024-01-18-5-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 993122
DEA: 07322304
EFIS: 0716000054
DIST-CO-RTE-PM07-LA-110-22.8
Award Date10/04/2021
Closeout DateNot set
Work DescriptionCONSTRUCT AND REPLACE BRIDGE RAILS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING
QA Service Level1 (Verified on 08/04/2021)

Sample Information

Sample Taken Date01/18/2024 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing01/18/2024
Sample typeAcceptance A brief description of the sampleNative Material
The quantity of what the sample constitutes980sqft From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byChotibhongs
Title of samplerMREA Telephone number of sampler2134076963
Laboratory sample identification24-0190 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil 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 collectedCTM 231 test locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-01-18-5
DIME Test ID: 2024-01-18-5-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2024-01-18

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 01/18/2024
Gage No.: 60293
Test No.: 2
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 2
Depth: 6"
Material No.: On-site
Material Type: Native Material
Impact By: Chad Chotibhongs
Standard Count Density: 2091 g/cc
Count or Density 1: 2.37 g/cc
Count or Density 2: 2.35 g/cc
Count or Density 3: 2.33 g/cc
Standard Count Moisture: 630 g/cc
Moisture Count 1: 0.08 g/cc
Moisture Count 2: 0.1 g/cc
Moisture Count 3: 0.11 g/cc
Sum of Count or Density: 7.05 g/cc
Average of Count or Density: 2.35 g/cc
Sum of Moisture Count: 0.29 g/cc
Average of Moisture Count: 0.10 g/cc
Calculated Percent Relative Compaction: 98.3 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/18/2024