Summary for Test 2020-04-17-13-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214300
DEA: 07343404
EFIS: 0718000018
DIST-CO-RTE-PM07-LA-39-31.2
Award Date10/30/2019
Closeout Date05/06/2024
Work DescriptionIN LOS ANGELES COUNTY, ON ROUTE 39 AT NORTH FORK SAN GABRIEL RIVER BRIDGE (BR. NO. 53-3069) REPLACE BRIDGE
Location DescriptionIN LOS ANGELES COUNTY ABOUT 19 MILES NORTH OF AZUSA AT NORTH FORK SAN GABRIEL RIVER BRIDGE
QA Service Level1 (Verified on 12/20/2019)

Sample Information

Sample Taken Date04/17/2020 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing04/17/2020 Sample typeDepartment Acceptance
A brief description of the sampleStructural Backfill The quantity of what the sample constitutes4 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byHonesto
Last name of sampler or witnessed byCastillo Title of samplerMREAS
Telephone number of sampler Laboratory sample identification9844
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Reliance Irwindale
Transportation Laboratory (TL) Number965760 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 sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedna
Where the material sample would have been placed if not sampledsta 3550

Test Details

DIME Sample ID: 2020-04-17-13
DIME Test ID: 2020-04-17-13-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-04-29

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 04/25/2020
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 6
Sand reading (test 1): 3.9
Clay reading (test 2): 6
Sand reading (test 2): 3.4
Sand equivalent (test 1): 65
Sand equivalent (test 2): 57
Sand equivalent before temperature correction: 61
Sand equivalent after temperature correction: 61
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/29/2020 ✔