Summary for Test 2024-11-22-33-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994297
DEA: 07336804
EFIS: 0717000014
DIST-CO-RTE-PM07-LA-118-R4.5/R9.1
Award Date11/17/2022
Closeout Date03/26/2026
Work DescriptionPLACE CONCRETE AND INSTALL RAILINGS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF TAMPA AVENUE TO WOODLEY AVENUE
QA Service Level1 (Verified on 10/06/2022)

Sample Information

Sample Taken Date11/22/2024 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing11/22/2024 Sample typeQuality Assurance
A brief description of the sampleStructural Backfill The quantity of what the sample constitutes5.77 SY
From where was the sample collectedJob Site First name of sampler or witnessed byManuel
Last name of sampler or witnessed byUy Title of samplerMaterials Tester
Telephone number of sampler949-501-6042 Laboratory sample identification24-3640
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 nameLocation #20 WB 118 White Oak Bridge
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
The fabricator's/manufacturer's product name for the sampleStructural backfill The fabricator/manufacturer designation for the sampleCompaction testing
The plant number A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-11-22-33
DIME Test ID: 2024-11-22-33-2
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: 2024-12-06

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 12/22/2024
In-place wet density: 2.01
Highest adjust wet density: 2.15
% Moisture: 9.2 %
Optimum Moisture: 10.2 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/6/2024 ✔