Summary for Test 2024-10-21-94-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 995085
DEA: 07322904
EFIS: 0716000059
DIST-CO-RTE-PM07-LA-27-0.0/18.6
Award Date11/06/2023
Closeout DateNot set
Work DescriptionREMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
QA Service Level1 (Verified on 09/11/2023)

Sample Information

Sample Taken Date10/21/2024 Sample Unique Key94
Date that the sample was received by the laboratory/organization performing the testing10/21/2024 Sample typeAcceptance
A brief description of the sampleSubgrade The quantity of what the sample constitutes12 sq. yd approximate
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(626) 234-5816 Laboratory sample identification24-3257
Linked DIME Sample ID The fabricator/manufacturer/facility nameCA Rasmussen 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 locations at subgrade.
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-10-21-94
DIME Test ID: 2024-10-21-94-1
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: 2025-06-26

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: 10/21/2024
Sum of Count or Density: 5.26 g/cc
Average of Count or Density: 1.75 g/cc
Sum of Moisture Count: 0.74 g/cc
Average of Moisture Count: 0.25 g/cc
Calculated Percent Relative Compaction: 85.4 %
Reported Percent Relative Compaction: 85 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/26/2025 ✔