Summary for Test 2023-05-25-45-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date05/25/2023 Sample Unique Key45
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 testing05/25/2023
Sample typeQuality Assurance A brief description of the sampleNative Subgrade
The quantity of what the sample constitutes540 sqft From where was the sample collectedJob Site
First name of sampler or witnessed byJulian Last name of sampler or witnessed byCalderon
Title of sampler Telephone number of sampler
Laboratory sample identification23-0724 Linked DIME Sample ID
The fabricator/manufacturer/facility namen/a 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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-05-25-45
DIME Test ID: 2023-05-25-45-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2023-05-31

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Julian Calderon
Date of test: 05/25/2023
Gage No.: 6946
Test No.: 1
Nuclear By: Julian Calderon
Non-Bias Plan No.: 3
Depth: 12
Material No.: Native
Material Type: Subgrade
Impact By: Julian Calderon
Standard Count Density: 9982 g/cc
Count or Density 1: 2387 g/cc
Count or Density 2: 2473 g/cc
Count or Density 3: 2481 g/cc
Standard Count Moisture: 15662 g/cc
Moisture Count 1: 4166 g/cc
Moisture Count 2: 4009 g/cc
Moisture Count 3: 4011 g/cc
Sum of Count or Density: 7341.00 g/cc
Average of Count or Density: 2447.00 g/cc
Sum of Moisture Count: 12186.00 g/cc
Average of Moisture Count: 4062.00 g/cc
Count Ratio Density: 0.25
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/31/2023