Summary for Test 2026-01-15-23-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 1001908
DEA: 081T5304
EFIS: 0826000083
DIST-CO-RTE-PM08-SBD-138-
Award Date01/19/2026
Closeout Date04/07/2026
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/15/2026 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing01/15/2026 Sample typeAcceptance
A brief description of the sampleNative Subgrade The quantity of what the sample constitutes28,178 g
From where was the sample collectedJob Site First name of sampler or witnessed byMohammed
Last name of sampler or witnessed byHaque Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCTM 231 TEST LOCATION
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Jobsite material
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSR 138, PM 12.6, Sta: 667+00 to 671+00
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-01-15-23
DIME Test ID: 2026-01-15-23-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2026-01-16

Test Results


Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Mohammed Haque
Date of test: 01/15/2026
Sum of Count or Density: 5292 g/cc
Average of Count or Density: 1058 g/cc
Sum of Moisture Count: 470 g/cc
Average of Moisture Count: 94 g/cc
Count Ratio Density: 0.68
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%

Test was verified on 1/16/2026 ✔