Summary for Test 2025-04-09-76-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 995038
DEA: 07347004
EFIS: 0718000092
DIST-CO-RTE-PM07-LA-710-9.6/T32.1
Award Date09/28/2023
Closeout DateNot set
Work DescriptionDRAINAGE SYSTEM RESTORATION.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND PASADENA AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/03/2023)

Sample Information

Sample Taken Date04/09/2025 Sample Unique Key76
Date that the sample was received by the laboratory/organization performing the testing04/09/2025 Sample typeAcceptance
A brief description of the sampleStructural Backfill The quantity of what the sample constitutes37 cu. yd.
From where was the sample collectedJob Site First name of sampler or witnessed byPhilip
Last name of sampler or witnessed byMaquiran Title of samplerMREA
Telephone number of sampler(213) 358-1518 Laboratory sample identification25-1146
Linked DIME Sample ID The fabricator/manufacturer/facility nameDOJA Inc.
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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 collectedFrom various location at SBF
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-04-09-76
DIME Test ID: 2025-04-09-76-1
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: 2025-06-25

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 04/09/2025
Sum of Count or Density: 6.25 g/cc
Average of Count or Density: 2.08 g/cc
Sum of Moisture Count: 0.64 g/cc
Average of Moisture Count: 0.21 g/cc
Calculated Percent Relative Compaction: 95.9 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2025 ✔