Summary for Test 2026-08-12-13-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 995206
DEA: 07354804
EFIS: 0718000356
DIST-CO-RTE-PM07-LA-5808-
Award Date04/03/2024
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionLOS ANGELES COUNTY IN CULVER CITY AT THE CULVER CITY MAINTENANCE STATION AT 5650 SELMARAINE DRIVE
QA Service Level1 (Verified on 12/08/2023)

Sample Information

Sample Taken Date08/12/2026 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing08/12/2026 Sample typeAcceptance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes900 SF
From where was the sample collectedJob Site First name of sampler or witnessed byMichelangelo
Last name of sampler or witnessed bySese Title of sampler
Telephone number of sampler310-345-6204 Laboratory sample identification26-2647
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
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 collectedJobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-08-12-13
DIME Test ID: 2026-08-12-13-1
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: 2026-08-12

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 08/12/2026
Gage No.: 60202
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 2
Depth: 5
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2165 g/cc
Count or Density 1: 2.12 g/cc
Count or Density 2: 2.09 g/cc
Count or Density 3: 2.02 g/cc
Standard Count Moisture: 621 g/cc
Moisture Count 1: 0.08 g/cc
Moisture Count 2: 0.07 g/cc
Moisture Count 3: 0.1 g/cc
Sum of Count or Density: 6.23 g/cc
Average of Count or Density: 2.08 g/cc
Sum of Moisture Count: 0.25 g/cc
Average of Moisture Count: 0.08 g/cc
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Maintenance Station - Bent 19 5650 Selmaraine Dr, Culver City ,CA 90230

Test was verified on 8/12/2026 ✔