Summary for Test 2024-06-07-33-2

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 Date08/31/2026
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 Date06/07/2024 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing06/07/2024 Sample typeAcceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutes1 bag
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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Recycled base 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 collectedstockpile at jobsite
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: 2024-06-07-33
DIME Test ID: 2024-06-07-33-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-07-15

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 06/10/2024
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 11.1
Sand reading (test 1): 3.6
Sand equivalent (test 1): 33
Sand equivalent before temperature correction: 33
Sand equivalent after temperature correction: 33
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/15/2024 ✔