Summary for Test 2024-07-19-7-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date07/19/2024 Sample Unique Key7
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 testing07/19/2024
Sample typeAcceptance A brief description of the sampleAB Compaction test on A1 line sta.147+00-148+50 w/ 45' wide for test#7
The quantity of what the sample constitutes750 sy From where was the sample collectedSource
First name of sampler or witnessed bySopheak Last name of sampler or witnessed byChong
Title of samplerTEC Telephone number of sampler2138170174
Laboratory sample identification24-2081 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOHL USA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameAB Compaction test on A1 line sta.147+00-148+50 w/ 45' wide for test#7

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleAggregate 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: 2024-07-19-7
DIME Test ID: 2024-07-19-7-1
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: 07/19/2024
Gage No.: 60137
Test No.: 1
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: 2192 g/cc
Count or Density 1: 2.08 g/cc
Count or Density 2: 2.08 g/cc
Count or Density 3: 2.11 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 0.12 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 6.27 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.40 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2024