Summary for Test 2024-06-16-1-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 214669
DEA: 07325504
EFIS: 0716000085
DIST-CO-RTE-PM07-LA-605-
Award DateNot set
Closeout DateNot set
Work DescriptionSlab Replacement and Shoulder Resurfacing
Location DescriptionNot set
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date06/16/2024 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing06/16/2024 Sample typeAcceptance
A brief description of the sampleSB605 at Ramona off ramp in El Monte termini left side The quantity of what the sample constitutes267 sy
From where was the sample collectedJob Site First name of sampler or witnessed bySopheak
Last name of sampler or witnessed byChong Title of samplerTEC
Telephone number of sampler2138170174 Laboratory sample identification24-1491
Linked DIME Sample ID The fabricator/manufacturer/facility namePeterson Chase
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameSB605 at Ramona off ramp in El Monte termini left side
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleClass 3 Aggregate Base
The fabricator/manufacturer designation for the samplevarious location A.B A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite

Test Details

DIME Sample ID: 2024-06-16-1
DIME Test ID: 2024-06-16-1-1
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: 2024-08-13

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 06/16/2024
Gage No.: 60137
Test No.: 2
Nuclear By: Sopheak Chong
Non-Bias Plan No.: 2
Depth: 7''
Material No.: Aggregate Base
Material Type: Aggregate Base
Impact By: Sopheak Chong
Standard Count Density: 2209 g/cc
Count or Density 1: 2.1 g/cc
Count or Density 2: 2.14 g/cc
Count or Density 3: 2.04 g/cc
Standard Count Moisture: 664 g/cc
Moisture Count 1: 0.24 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.21 g/cc
Sum of Count or Density: 6.28 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.67 g/cc
Average of Moisture Count: 0.22 g/cc
Calculated Percent Relative Compaction: 94.7 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2024 ✔