Summary for Test 2022-12-16-8-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 993116
DEA: 07320004
EFIS: 0716000029
DIST-CO-RTE-PM07-LA-14-R31.4/36.5
Award Date09/08/2021
Closeout Date11/01/2023
Work DescriptionINSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING.
Location DescriptionLOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date12/16/2022 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing12/16/2022 Sample typeQuality Assurance
A brief description of the sampleWCS PCC Aggregate The quantity of what the sample constitutes80 CY
From where was the sample collectedManufacturer First name of sampler or witnessed byKevin
Last name of sampler or witnessed byHopkins Title of samplerPlant Inspector
Telephone number of sampler Laboratory sample identificationKH101A
Linked DIME Sample ID The fabricator/manufacturer/facility nameNational RM Santa Clarita
Transportation Laboratory (TL) NumberC121622C 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)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberNational RM Santa Clarita A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberS54001 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-16-8
DIME Test ID: 2022-12-16-8-2
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-12-22

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: Kevin Hopkins
Date of test: 12/16/2022
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 4.8
Sand reading (test 1): 3.7
Clay reading (test 2): 5
Sand reading (test 2): 3.8
Sand equivalent (test 1): 78
Sand equivalent (test 2): 76
Sand equivalent before temperature correction: 77
Sand equivalent after temperature correction: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2022 ✔