DIME - Test Summary

Summary for Test 2020-08-10-27-3

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 214250 DEA: 021H3204 EFIS: 0215000126
DIST-CO-RTE-PM	02-TEH-99-12.0/12.6
Award Date	10/09/2019
Closeout Date	11/01/2021
Work Description	CONSTRUCT CURB RAMPS AND SIDEWALKS.
Location Description	TEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
QA Service Level	1 (Verified on 07/22/2019)

Sample Taken Date	08/10/2020	Sample Unique Key	27
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	08/10/2020
Sample type	Quality Assurance	A brief description of the sample	3/4" Class II AB
The quantity of what the sample constitutes	not provided	From where was the sample collected	Job Site
First name of sampler or witnessed by	Cindy	Last name of sampler or witnessed by	Bryant
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78562	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Tullis inc	Transportation Laboratory (TL) Number	81519
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)	91-45-0061
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
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: 2020-08-10-27

DIME Test ID: 2020-08-10-27-3

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: 08/10/2020

Temperature correction: 0

Temperature of solution: 24

Clay reading (test 1): 10.9

Sand reading (test 1): 2.4

Clay reading (test 2): 10.9

Sand reading (test 2): 2.4

Clay reading (test 3): 10.5

Sand reading (test 3): 2.4

Sand equivalent (test 1): 22

Sand equivalent (test 2): 22

Sand equivalent (test 3): 23

Sand equivalent before temperature correction: 22

Sand equivalent after temperature correction: 22

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

Test was verified on 8/18/2020 ✔