Summary for Test 2024-08-29-55-3

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 1000025
DEA: 07355004
EFIS: 0719000004
DIST-CO-RTE-PM07-LA-118-R13.0/R13.9
Award Date03/19/2024
Closeout Date12/01/2025
Work DescriptionREPLACE CULVERT SYSTEMS AND INSTALL CURED-IN-PLACE LINERS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE EAST OF HERRICK AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
QA Service Level1 (Verified on 01/22/2024)

Sample Information

Sample Taken Date08/29/2024 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing08/29/2024 Sample typeQuality Control
A brief description of the sample1x4 concrete aggregates The quantity of what the sample constitutes1 per batch
From where was the sample collectedSupplier First name of sampler or witnessed byGavin
Last name of sampler or witnessed byHernandez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAssociated - Sun Valley
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-37-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedstockpile or belt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-08-29-55
DIME Test ID: 2024-08-29-55-3
Testing Lab: Sequoia Consultants
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2024-09-17

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Eddie Mendez
Date of test: 09/03/2024
Cleanness value (11/2 in. maximum aggregate mix): 86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2024 ✔