Summary for Test 2024-10-03-50-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 994191
DEA: 081G8304
EFIS: 0816000079
DIST-CO-RTE-PM08-SBD-40-R100.8/R101.8
Award Date02/07/2023
Closeout Date08/29/2025
Work DescriptionHMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location DescriptionSAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
QA Service Level1 (Verified on 03/30/2023)

Sample Information

Sample Taken Date10/03/2024 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing10/03/2024 Sample typeQuality Assurance
A brief description of the sampleStructure Backfill Material The quantity of what the sample constitutes50 lb
From where was the sample collectedJob Site First name of sampler or witnessed byFernando
Last name of sampler or witnessed byCarranza 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 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 collectedJob site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-10-03-50
DIME Test ID: 2024-10-03-50-1
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: 2024-10-08

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Fernando C.
Date of test: 10/03/2024
Sum of Count or Density: 1356 g/cc
Average of Count or Density: 452 g/cc
Sum of Moisture Count: 373 g/cc
Average of Moisture Count: 124 g/cc
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/8/2024 ✔