Summary for Test 2022-08-25-46-2

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 Date08/25/2022 Sample Unique Key46
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 testing08/25/2022
Sample typeQuality Assurance A brief description of the sampleExisting Subgrade
The quantity of what the sample constitutes340 Sq. Ft. From where was the sample collectedJob Site
First name of sampler or witnessed byKreetha Last name of sampler or witnessed byMekchai
Title of samplerField Materials Tester Telephone number of sampler
Laboratory sample identification22-2263 Linked DIME Sample ID
The fabricator/manufacturer/facility nameExisting Subgrade 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 collectedIn-placed material
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: 2022-08-25-46
DIME Test ID: 2022-08-25-46-2
Testing Lab: Kleinfelder, Incorporated - Los Angeles
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: 2022-08-29

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Manuel Uy
Date of test: 08/25/2022
Sum of Count or Density: no data
Average of Count or Density: no data
Sum of Moisture Count: no data
Average of Moisture Count: no data
Count Ratio Density: no data
Count Ratio Moisture: no data
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.21 vs maximum wet density of 2.33.

Test was verified on 8/29/2022