Summary for Test 2024-03-09-1-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 994650
DEA: 070W4704
EFIS: 0722000073
DIST-CO-RTE-PM07-VEN-33,101-Var
Award Date05/25/2023
Closeout Date06/09/2025
Work DescriptionPLACE PIPELINER, CLEAN, INSPECT AND PREPARE CULVERTS.
Location DescriptionVENTURA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/18/2023)

Sample Information

Sample Taken Date03/09/2024 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing03/09/2024 Sample typeDepartment Acceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutes4 sq. 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 identification24-0434
Linked DIME Sample ID The fabricator/manufacturer/facility nameGBA Engineering
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 Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-03-09-1
DIME Test ID: 2024-03-09-1-1
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: 2024-03-09

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: 03/09/2024
Sum of Count or Density: 6.22 g/cc
Average of Count or Density: 2.07 g/cc
Sum of Moisture Count: 0.76 g/cc
Average of Moisture Count: 0.25 g/cc
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/9/2024 ✔