Summary for Test 2023-09-05-31-1

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 Date12/01/2022
Closeout DateNot set
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 Date09/05/2023 Sample Unique Key31
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 testing09/05/2023
Sample typeQuality Assurance A brief description of the sampleCTM231 TEST 01
The quantity of what the sample constitutes3600 Square Feet From where was the sample collectedJob Site
First name of sampler or witnessed byfrancisco Last name of sampler or witnessed byRuvaicaba
Title of samplerTET Telephone number of sampler
Laboratory sample identification09052023 TEST 02 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 sample
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

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2023-09-05-31
DIME Test ID: 2023-09-05-31-1
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: 2023-09-08

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 09/05/2023
Gage No.: 33196
Test No.: 2
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 4
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1774 g/cc
Count or Density 1: 1505 g/cc
Count or Density 2: 1636 g/cc
Count or Density 3: 1598 g/cc
Standard Count Moisture: 747 g/cc
Moisture Count 1: 110 g/cc
Moisture Count 2: 88 g/cc
Moisture Count 3: 76 g/cc
Sum of Count or Density: 4739 g/cc
Average of Count or Density: 1580 g/cc
Sum of Moisture Count: 274 g/cc
Average of Moisture Count: 91 g/cc
Count Ratio Density: 0.89
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/8/2023