Summary for Test 2025-09-30-27-8

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 Date09/30/2025 Sample Unique Key27
Date that the sample was received by the laboratory/organization performing the testing09/30/2025 Sample typeAcceptance
A brief description of the sample3F36S002 Aggregate The quantity of what the sample constitutesPIR 412 - OF Abut 1L App Slab - 3F36S002
From where was the sample collectedManufacturer First name of sampler or witnessed byKyle
Last name of sampler or witnessed byEngen Title of samplerCT Tester
Telephone number of sampler Laboratory sample identification250930-1 3F36S002
Linked DIME Sample ID The fabricator/manufacturer/facility nameHolliday Rock - Paso Robles
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameOF Abut 1L Approach Slab
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-40-0003
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 collectedBelts @ plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number3F36S002 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-09-30-27
DIME Test ID: 2025-09-30-27-8
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-10-01

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 10/01/2025
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5
Sand reading (test 1): 3.8
Sand equivalent (test 1): 76
Sand equivalent before temperature correction: 76
Sand equivalent after temperature correction: 76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/1/2025 ✔