Summary for Test 2026-01-10-1-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995228
DEA: 07347904
EFIS: 0718000123
DIST-CO-RTE-PM07-LA-405-31.2/41.4
Award Date03/07/2025
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA, RHMA, JPCP, ISR, & REPLACE BRIDGE SLABS.
Location DescriptionLOS ANGELES FROM WILSHIRE BOULEVARD UNDERCROSSING TO VICTORY BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 01/22/2024)

Sample Information

Sample Taken Date01/10/2026 Sample Unique Key1
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 testing01/10/2026
Sample typeAcceptance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes990 SF From where was the sample collectedJob Site
First name of sampler or witnessed byMichelangelo Last name of sampler or witnessed bySese
Title of samplerTET Telephone number of sampler310-345-6204
Laboratory sample identification26-0092 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA 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 collectedJobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-01-10-1
DIME Test ID: 2026-01-10-1-2
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: 2026-01-11

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 01/10/2026
In-place wet density: 2.10
Highest adjust wet density: 2.15
% Moisture: 9.6 %
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters): SB Rte I-405 HOV, Line #3 & #4 + Shoulder Sepulveda Blvd. - Approach Slab

Test was verified on 1/11/2026