Summary for Test 2024-01-08-80-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
Permit Numbers: 0823NMC0369
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Award Date03/11/2020
Closeout DateNot set
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
QA Service Level1 (Verified on 09/16/2020)

Sample Information

Sample Taken Date01/08/2024 Sample Unique Key80
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 testing01/08/2024
Sample typeDepartment Acceptance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes15.0 kg From where was the sample collectedJob Site
First name of sampler or witnessed byMaryAnna Last name of sampler or witnessed byLandaverde
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCTM 231 TEST LOCATION 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 collectedSoundwall 2192 - 1320 Cresta Rd, Freeway Side 91 WB to 15 NB
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-01-08-80
DIME Test ID: 2024-01-08-80-2
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-04-05

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Robert Jarquin
Date of test: 01/08/2024
In-place wet density: 2.16
Highest adjust wet density: 2.26
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): Density Spec 90%

Test was verified on 4/5/2024