DIME - Test Summary

Summary for Test 2023-05-31-63-7

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 993159 DEA: 08323034 EFIS: 0812000059 COOP: 081703
DIST-CO-RTE-PM	08-RIV-60-18.8/19.6
Award Date	05/04/2021
Closeout Date	Not set
Work Description	Project Phase 2 (project) proposes to replace the existing hook ramp configuration along westbound (WB) SR-60 at the SR- 60/Moreno Beach Drive interchange with a partial cloverleaf configuration
Location Description	SR-60 & Moreno Beach Interchange
QA Service Level	2 (Verified on 07/27/2021)

Sample Taken Date	05/31/2023	Sample Unique Key	63
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	06/16/2023
Sample type	Verification	A brief description of the sample	JMF 3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes	4 Bags Of Agg, 1 Bag each of Scrap & Hi-Nat	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Victor	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0322G-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	All American Asphalt- Perris	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)	91-33-0005
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	Belt Cut at All American Perris
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	106835	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-31-63

DIME Test ID: 2023-05-31-63-7

Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-09-12

Method: 1 - Combined Fracture Determination

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

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 06/27/2023

Percentage of fractured, coarse, 2 faced particles tested: 100 %

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

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

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

Test was verified on 9/12/2023 ✔