Summary for Test 2026-01-10-3-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 995228
DEA: 07347904
EFIS: 0718000123
DIST-CO-RTE-PM07-LA-405-31.2/41.4
Award Date03/07/2025
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA, RHMA, JPCP, ISR, & REPLACE BRIDGE SLABS.
Location DescriptionLOS ANGELES FROM WILSHIRE BOULEVARD UNDERCROSSING TO VICTORY BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 01/22/2024)

Sample Information

Sample Taken Date01/10/2026 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing01/10/2026 Sample typeAcceptance
A brief description of the sampleaggregate base The quantity of what the sample constitutes104 cy
From where was the sample collectedJob Site First name of sampler or witnessed byjacinto
Last name of sampler or witnessed byvillanueva Title of samplerTEC
Telephone number of sampler8182096574 Laboratory sample identification26-0095
Linked DIME Sample ID The fabricator/manufacturer/facility nameVanguard
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 samplevanguard
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom Variouys Location at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-01-10-3
DIME Test ID: 2026-01-10-3-2
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: 2026-01-11

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 01/10/2026
Gage No.: 60203
Test No.: 2
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 5
Depth: 7
Material No.: on site
Material Type: aggregate base
Impact By: jacinto villanueva
Standard Count Density: 2215 g/cc
Count or Density 1: 2.08 g/cc
Count or Density 2: 2.12 g/cc
Count or Density 3: 2.14 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 0.2 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.19 g/cc
Sum of Count or Density: 6.34 g/cc
Average of Count or Density: 2.11 g/cc
Sum of Moisture Count: 0.56 g/cc
Average of Moisture Count: 0.19 g/cc
Calculated Percent Relative Compaction: 99.2 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/11/2026 ✔