DIME - Test Summary

Summary for Test 2023-04-27-45-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 215425 DEA: 06360244 EFIS: 0613000005
DIST-CO-RTE-PM	06-TUL-99-30.6/35.2
Award Date	04/23/2021
Closeout Date	Not set
Work Description	Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description	Not set
QA Service Level	1 (Verified on 11/01/2021)

Sample Taken Date	04/27/2023	Sample Unique Key	45
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 testing	04/27/2023
Sample type	Department Acceptance	A brief description of the sample	HMA-A
The quantity of what the sample constitutes	294 Tons	From where was the sample collected	Supplier
First name of sampler or witnessed by	Doug	Last name of sampler or witnessed by	Ruff
Title of sampler	Consultant Tester	Telephone number of sampler	5594670032
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Porterville Rock and Recycle PAI	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Unkown
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 collected	Conveyor Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	22-J-017	Lot number	2
Sublot number	21	Aggregate Mix Number

DIME Sample ID: 2023-04-27-45

DIME Test ID: 2023-04-27-45-2

Testing Lab: CT D06 - Visalia Field Laboratory

Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent

Test Release Date: 2023-05-02

Number of tests: 1

Input Type: Calculated

Tester's full name: Jason Ruiz

Date of test: 04/27/2023

Temperature correction: 77

Temperature of solution: 77

Clay reading (test 1): 5.2

Sand reading (test 1): 3.6

Sand equivalent (test 1): 69

Sand equivalent before temperature correction: 69

Sand equivalent after temperature correction: 69

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/2/2023 ✔