Summary for Test 2023-04-14-50-2

Test performed: CTM 216-June 2011

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 Date04/14/2023 Sample Unique Key50
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 testing04/14/2023
Sample typeDepartment Acceptance A brief description of the sampleSoil for structure backfill.
The quantity of what the sample constitutes357 yd2 From where was the sample collectedJob Site
First name of sampler or witnessed byRosauro Last name of sampler or witnessed byNogoy
Title of samplerTEC Telephone number of sampler2137939321
Laboratory sample identification23-0436 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 sampleStructural Backfill
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom various locations at backfill.
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-04-14-50
DIME Test ID: 2023-04-14-50-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-05-05

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 04/14/2023
In-place wet density: 2.23
Highest adjust wet density: 2.32
% Moisture: 10.0 %
Optimum Moisture: 8.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/5/2023