DIME - Test Summary

Summary for Test 2022-08-23-34-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993234 DEA: 051H0004 EFIS: 0516000011
DIST-CO-RTE-PM	05-MON-68-1.1/L4.3
Award Date	10/26/2021
Closeout Date	12/14/2023
Work Description	PLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description	MONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
QA Service Level	1 (Verified on 10/06/2021)

Sample Taken Date	08/23/2022	Sample Unique Key	34
Date that the sample was received by the laboratory/organization performing the testing	08/23/2022	Sample type	Department Acceptance
A brief description of the sample	Type 3 Slurry Seal/Micro-surfacing	The quantity of what the sample constitutes	08/23/22
From where was the sample collected	Job Site	First name of sampler or witnessed by	Wesley
Last name of sampler or witnessed by	Rider	Title of sampler	TET
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID	2022-08-23-33	The fabricator/manufacturer/facility name	A.R. Wilson
Transportation Laboratory (TL) Number		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)	91-35-0012
The fabricator's/manufacturer's product name for the sample	Type 3 Microsurfacing Aggregate 659	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Stockpile at Haul Rd.
Where the material sample would have been placed if not sampled	Round about	Primary Aggregate Nominal Size	1/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-08-23-34

DIME Test ID: 2022-08-23-34-2

Testing Lab: CT D05 - Monterey Construction Field Laboratory

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

Test Release Date: 2022-08-25

Number of tests: 1

Input Type: Calculated

Tester's full name: Wesley Rider

Date of test: 08/24/2022

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 5.6

Sand reading (test 1): 4

Sand equivalent (test 1): 72

Sand equivalent before temperature correction: 72

Sand equivalent after temperature correction: 72

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

Test was verified on 8/25/2022 ✔