DIME - Test Summary

Summary for Test 2022-01-06-52-3

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993236 DEA: 051K0504 EFIS: 0518000114
DIST-CO-RTE-PM	05-MON-1-55.7/55.9
Award Date	10/14/2021
Closeout Date	09/02/2022
Work Description	CONSTRUCT EARTH RETAINING SYSTEM WITH CIDH PILE & STRUCTURAL CONCRETE.
Location Description	MONTEREY COUNTY NEAR LITTLE SUR RIVER FROM 0.4 MILE SOUTH OF LITTLE SUR RIVER BRIDGE TO 0.2 MILE SOUTH OF LITTLE SUR RIVER BRIDGE
QA Service Level	1 (Verified on 10/06/2021)

Sample Taken Date	01/06/2022	Sample Unique Key	52
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	01/06/2022
Sample type	Department Acceptance	A brief description of the sample	1x4 and WCS
The quantity of what the sample constitutes	4 CY	From where was the sample collected	Other
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	0106220800	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Las Animas, Marina CA	Transportation Laboratory (TL) Number
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)	91-35-0012::A.R. WILSON QUARRY
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	conveyor belt Las Animas
Where the material sample would have been placed if not sampled	CIDH piles	Primary Aggregate Nominal Size	1 inch
The concrete mix design number	M779PR50S	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-01-06-52

DIME Test ID: 2022-01-06-52-3

Testing Lab: CT D05 - Prunedale Field Laboratory

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

Test Release Date: 2022-02-14

Number of tests: 1

Input Type: Calculated

Tester's full name: Frank Ortega

Date of test: 01/06/2022

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 4.9

Sand reading (test 1): 4.1

Sand equivalent (test 1): 84

Sand equivalent before temperature correction: 84

Sand equivalent after temperature correction: 84

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

Test was verified on 2/14/2022 ✔