Summary for Test 2026-05-01-71-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date05/01/2026 Sample Unique Key71
Date that the sample was received by the laboratory/organization performing the testing05/01/2026 Sample typeQuality Control
A brief description of the sampleCIP aggregates The quantity of what the sample constitutes1 per batch
From where was the sample collectedSupplier First name of sampler or witnessed byDeown
Last name of sampler or witnessed byMalone Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlliance Ready Mix - Paso Robles
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)91-10-0005
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 collectedbelt cut or stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number635D4N0P Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-05-01-71
DIME Test ID: 2026-05-01-71-2
Testing Lab: Sequoia Consultants
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-09-22

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: John Romero
Date of test: 05/05/2026
Temperature correction: 0
Temperature of solution: 77
Clay reading (test 1): 5
Sand reading (test 1): 4.2
Clay reading (test 2): 5
Sand reading (test 2): 4.1
Sand equivalent (test 1): 84
Sand equivalent (test 2): 82
Sand equivalent before temperature correction: 83
Sand equivalent after temperature correction: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2026 ✔