DIME - Test Summary

Summary for Test 2020-07-23-31-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 213569 DEA: 024F2104 EFIS: 0212000072
DIST-CO-RTE-PM	02-MOD-299-0.5/1.0
Award Date	12/20/2018
Closeout Date	11/15/2021
Work Description	Butte and Ash Creek Bridge Replacement
Location Description	Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
QA Service Level	1 (Verified on 06/26/2019)

Sample Taken Date	07/23/2020	Sample Unique Key	31
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	07/27/2020
Sample type	Department Acceptance	A brief description of the sample	Shoulder Backing
The quantity of what the sample constitutes	not identified	From where was the sample collected	Source
First name of sampler or witnessed by	Cindy	Last name of sampler or witnessed by	Bryant
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D78535	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Eagle Peak Rock and Paving, Alturas, CA	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	T101 C 853441	Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-25-0029
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	Stockpile @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-07-23-31

DIME Test ID: 2020-07-23-31-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2020-08-18

Number of tests: 3

Input Type: Measured

Tester's full name: Arthur Mills

Date of test: 07/30/2020

Temperature correction: 0

Temperature of solution: 24

Clay reading (test 1): 9.5

Sand reading (test 1): 3.4

Clay reading (test 2): 10.1

Sand reading (test 2): 3.6

Clay reading (test 3): 9.5

Sand reading (test 3): 3.5

Sand equivalent (test 1): 36

Sand equivalent (test 2): 36

Sand equivalent (test 3): 37

Sand equivalent before temperature correction: 36

Sand equivalent after temperature correction: 36

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

Test was verified on 8/18/2020 ✔