DIME - Test Summary

Summary for Test 2022-06-20-24-4

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993311 DEA: 022J4104
DIST-CO-RTE-PM	02-TEH-36-L0.0/6.0
Award Date	12/02/2021
Closeout Date	08/25/2022
Work Description	PLACE HMA (TYPE A) OVERLAY.
Location Description	TEHAMA COUNTY NEAR PLATINA FROM BEEGUM CREEK BRIDGE TO 2.5 MILES EAST OF BALL ROAD
QA Service Level	1 (Verified on 10/18/2021)

Sample Taken Date	06/20/2022	Sample Unique Key	24
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	06/20/2022
Sample type	Department Acceptance	A brief description of the sample	3 bags of Shoulder Backing
The quantity of what the sample constitutes	Shoulder Backing on Project	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Josh	Last name of sampler or witnessed by	Bratcher
Title of sampler	JET	Telephone number of sampler
Laboratory sample identification	D79056	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cedar Creek Agg	Transportation Laboratory (TL) Number	875982
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Cedar Creek Agg
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	Undefined
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: 2022-06-20-24

DIME Test ID: 2022-06-20-24-4

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2022-06-24

Number of tests: 3

Input Type: Measured

Tester's full name: Karen Rios Dorado

Date of test: 06/24/2022

Temperature correction: 0

Temperature of solution: 20

Clay reading (test 1): 10.8

Sand reading (test 1): 3.6

Clay reading (test 2): 11.2

Sand reading (test 2): 3.7

Clay reading (test 3): 11

Sand reading (test 3): 3.6

Sand equivalent (test 1): 34

Sand equivalent (test 2): 33

Sand equivalent (test 3): 33

Sand equivalent before temperature correction: 34

Sand equivalent after temperature correction: 34

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

Test was verified on 6/24/2022 ✔