Summary for Test 2025-04-09-75-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995038
DEA: 07347004
EFIS: 0718000092
DIST-CO-RTE-PM07-LA-710-9.6/T32.1
Award Date09/28/2023
Closeout DateNot set
Work DescriptionDRAINAGE SYSTEM RESTORATION.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND PASADENA AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/03/2023)

Sample Information

Sample Taken Date04/09/2025 Sample Unique Key75
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 testing04/09/2025
Sample typeAcceptance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes37 cu. yd. From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byMaquiran
Title of samplerMREA Telephone number of sampler(213) 358-1518
Laboratory sample identification25-1185 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDOJA Inc. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

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 collectedFrom various location at SBF
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-04-09-75
DIME Test ID: 2025-04-09-75-2
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: 2025-06-25

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 04/09/2025
In-place wet density: 2.07
Highest adjust wet density: 2.15
% Moisture: 11.3 %
Optimum Moisture: 11.3 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2025