Summary for Test 2024-06-20-114-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 995124
DEA: 060X3004
EFIS: 0618000051
DIST-CO-RTE-PM06-FRE-33-69.4/71.5
Award Date02/06/2024
Closeout DateNot set
Work DescriptionREPLACE ROADWAY PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE
QA Service Level1 (Verified on 10/25/2023)

Sample Information

Sample Taken Date06/20/2024 Sample Unique Key114
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/20/2024
Sample typeAcceptance A brief description of the sample3/4" Recycled class 2 AB
The quantity of what the sample constitutes0-1000 Tons From where was the sample collectedJob Site
First name of sampler or witnessed byJonathon Last name of sampler or witnessed byChaney
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBay Cities Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Jobsite material
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 collectedSTA 197+50
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-20-114
DIME Test ID: 2024-06-20-114-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-06-27

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 06/26/2024
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 8.9
Sand reading (test 1): 3.7
Sand equivalent (test 1): 42
Sand equivalent before temperature correction: 42
Sand equivalent after temperature correction: 42
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2024