DIME - Test Summary

Summary for Test 2022-08-11-38-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993439 DEA: 022J4204 EFIS: 0221000076
DIST-CO-RTE-PM	02-TRI-3-R26.3/29.8
Award Date	02/07/2022
Closeout Date	10/06/2022
Work Description	HMA OVERLAY AND REPLACE AC SURFACING.
Location Description	TRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE
QA Service Level	1 (Verified on 12/13/2021)

Sample Taken Date	08/11/2022	Sample Unique Key	38
Date that the sample was received by the laboratory/organization performing the testing	08/11/2022	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	D79123
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Crystal Creek Aggregate
Transportation Laboratory (TL) Number	853856	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)	91-45-0021::Crystal Creek Aggregate
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	Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-08-11-38

DIME Test ID: 2022-08-11-38-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2022-08-22

Number of tests: 3

Input Type: Measured

Tester's full name: Khue Yang

Date of test: 08/15/2022

Temperature correction: 0

Temperature of solution: 21

Clay reading (test 1): 10.9

Sand reading (test 1): 3.6

Clay reading (test 2): 11.2

Sand reading (test 2): 3.6

Clay reading (test 3): 10.7

Sand reading (test 3): 3.4

Sand equivalent (test 1): 33

Sand equivalent (test 2): 33

Sand equivalent (test 3): 32

Sand equivalent before temperature correction: 33

Sand equivalent after temperature correction: 33

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

Test was verified on 8/22/2022 ✔