Summary for Test 2023-03-08-34-2

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 Date03/08/2023 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing03/08/2023 Sample typeQuality Assurance
A brief description of the sampleNative Material The quantity of what the sample constitutes1640 square test
From where was the sample collectedJob Site First name of sampler or witnessed byEdmond
Last name of sampler or witnessed byJabour Title of sampler
Telephone number of sampler Laboratory sample identification23-0240
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
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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-03-08-34
DIME Test ID: 2023-03-08-34-2
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-03-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 03/08/2023
In-place wet density: 2.20
Highest adjust wet density: 2.30
% Moisture: 7.3 %
Optimum Moisture: 7.3 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/10/2023 ✔