Summary for Test 2024-06-16-1-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214669
DEA: 07325504
EFIS: 0716000085
DIST-CO-RTE-PM07-LA-605-
Award DateNot set
Closeout DateNot set
Work DescriptionSlab Replacement and Shoulder Resurfacing
Location DescriptionNot set
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date06/16/2024 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 testing06/16/2024
Sample typeAcceptance A brief description of the sampleSB605 at Ramona off ramp in El Monte termini left side
The quantity of what the sample constitutes267 sy From where was the sample collectedJob Site
First name of sampler or witnessed bySopheak Last name of sampler or witnessed byChong
Title of samplerTEC Telephone number of sampler2138170174
Laboratory sample identification24-1491 Linked DIME Sample ID
The fabricator/manufacturer/facility namePeterson Chase Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSB605 at Ramona off ramp in El Monte termini left side Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleClass 3 Aggregate Base
The fabricator/manufacturer designation for the samplevarious location A.B A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite

Test Details

DIME Sample ID: 2024-06-16-1
DIME Test ID: 2024-06-16-1-2
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: 2024-06-17

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 06/16/2024
In-place wet density: 2.09
Highest adjust wet density: 2.21
% Moisture: 11.9 %
Optimum Moisture: 11.9 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2024