Summary for Test 2026-03-04-43-1

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 Date03/04/2026 Sample Unique Key43
Date that the sample was received by the laboratory/organization performing the testing03/04/2026 Sample typeAcceptance
A brief description of the sampleClass 1 ASB- Grindings - 1349+58-1356+25 - Lift 4 The quantity of what the sample constitutes500 cy
From where was the sample collectedJob Site First name of sampler or witnessed bySal
Last name of sampler or witnessed byZepeda Title of samplerCT Consultant
Telephone number of sampler Laboratory sample identification260304-1 Class 1 ASB Grind
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Construction
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3857458

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Jobsite
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 collectedRoadway
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-03-04-43
DIME Test ID: 2026-03-04-43-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-03-09

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 03/09/2026
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 9.5
Sand reading (test 1): 3.6
Sand equivalent (test 1): 38
Sand equivalent before temperature correction: 38
Sand equivalent after temperature correction: 38
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/9/2026 ✔