DIME - Test Summary

Summary for Test 2021-11-03-48-3

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 215360 DEA: 112N0454 EFIS: 1118000198
DIST-CO-RTE-PM	11-SD-94-30.0/39.0
Award Date	02/18/2021
Closeout Date	08/02/2022
Work Description	PLACING CHIP SEAL, SLURRY SEAL, SHOULDER BACKING AND STRIPING.
Location Description	SAN DIEGO COUNTY NEAR DULZURA AND BARRETT JUNCTION FROM 0.9 MILE EAST OF GRANDE CREEK BRIDGE TO ROUTE 188.
QA Service Level	1 (Verified on 02/08/2021)

Sample Taken Date	11/03/2021	Sample Unique Key	48
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	11/26/2021
Sample type	Quality Assurance	A brief description of the sample	Slurry type III
The quantity of what the sample constitutes	2 Bags	From where was the sample collected	Source
First name of sampler or witnessed by	Not Provided	Last name of sampler or witnessed by	Not Provided
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Not Provided	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)	Not Provided
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	Slurry Type III
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-11-03-48

DIME Test ID: 2021-11-03-48-3

Testing Lab: CT D11 - District 11 Materials Laboratory

Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)

Test Release Date: 2022-01-13

Method: 2 - Individual Fracture Determination

Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced

Input Type: Calculated

Tester's full name: Daniel Smith

Date of test: 01/11/2022

Weighted average percentage of fractured, coarse, 2 faced particles: 99.5 %

Weighted average percentage of fractured, coarse, 1 faced particles: 99.5 %

Percentage of fractured, fine, 1 faced particles tested: 100 %

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

Test was verified on 1/13/2022 ✔