Summary for Test 2022-05-09-23-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 215315
DEA: 081H8304
EFIS: 0817000139
DIST-CO-RTE-PM08-SBD,SBD-138-0/2.3
Award Date11/19/2021
Closeout DateNot set
Work DescriptionCONSTRUCT 4' MEDIAN
Location DescriptionSAN BERNARDINO COUNTY ALONG ROUTE 138
QA Service Level1 (Verified on 06/24/2021)

Sample Information

Sample Taken Date05/09/2022 Sample Unique Key23
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing05/09/2022
Sample typeQuality Assurance A brief description of the sampleSOIL
The quantity of what the sample constitutes7300 SQFT From where was the sample collectedJob Site
First name of sampler or witnessed byJulius Last name of sampler or witnessed byE
Title of samplerTET Telephone number of sampler
Laboratory sample identification05092022 TEST 01 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

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleLARRY FRANCISCO
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedAT THE JOBSITE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-05-09-23
DIME Test ID: 2022-05-09-23-1
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: 2022-05-11

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Julius E
Date of test: 05/09/2022
Gage No.: 36636
Test No.: 1
Nuclear By: JULIUS E
Non-Bias Plan No.: 7
Depth: 6
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: JULIUS E
Standard Count Density: 1824 g/cc
Count or Density 1: 1350 g/cc
Count or Density 2: 1565 g/cc
Count or Density 3: 1480 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 70 g/cc
Moisture Count 2: 72 g/cc
Moisture Count 3: 86 g/cc
Sum of Count or Density: 4395.00 g/cc
Average of Count or Density: 1465.00 g/cc
Sum of Moisture Count: 228.00 g/cc
Average of Moisture Count: 76.00 g/cc
Count Ratio Density: 0.80
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 97.8 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/11/2022