DIME - Test Summary

Summary for Test 2023-09-13-61-4

Test performed: CTM 229-June 2011

Project Identifiers	Project ID: 993192 DEA: 024H4404 EFIS: 0218000119
DIST-CO-RTE-PM	02-PLU-70-0.0/29.9
Award Date	02/10/2022
Closeout Date	Not set
Work Description	CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location Description	PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
QA Service Level	1 (Verified on 08/23/2021)

Sample Taken Date	09/13/2023	Sample Unique Key	61
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	09/14/2023
Sample type	Acceptance	A brief description of the sample	2 bags of 3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutes	2000 cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dawn	Last name of sampler or witnessed by	Sloatermen
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D79344	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Joy Engineering	Transportation Laboratory (TL) Number	858048
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)	Joy Engineering Rock 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	Stockpile at Plant
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

DIME Sample ID: 2023-09-13-61

DIME Test ID: 2023-09-13-61-4

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: CTM 229-June 2011: Method of Test for Durability Index

Test Release Date: 2023-09-29

What test(s) are being run?: Coarse durability and fine durability

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 09/28/2023

Sediment reading for coarse durability index: 34

Clay reading: 8.6

Sand reading: 3.9

Coarse durability index: 51

Fine durability index: 46

General comments (publicly viewable) (Max 1000 characters): DI=46

Test was verified on 9/29/2023 ✔