Summary for Test 2024-12-30-21-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214697
DEA: 07307104
EFIS: 0714000213
DIST-CO-RTE-PM07-LA-101-32.8
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT BRIDGE.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date12/30/2024 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing12/30/2024 Sample typeAcceptance
A brief description of the sampleCoarse and fine aggregate The quantity of what the sample constitutesThree Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byBaher
Last name of sampler or witnessed byFakhoury Title of sampler
Telephone number of sampler2137937180 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNational Canoga Park
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)91-42-0006
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 collectedFeeder Conveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberS30C396L0A Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-12-30-21
DIME Test ID: 2024-12-30-21-2
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-03-11

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Baher Fakhoury
Date of test: 12/31/2024
Temperature correction: 0
Temperature of solution: 73
Clay reading (test 1): 4.9
Sand reading (test 1): 4
Clay reading (test 2): 4.9
Sand reading (test 2): 4
Clay reading (test 3): 4.9
Sand reading (test 3): 3.9
Sand equivalent (test 1): 82
Sand equivalent (test 2): 82
Sand equivalent (test 3): 80
Sand equivalent before temperature correction: 82
Sand equivalent after temperature correction: 82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/11/2025 ✔