Test 2020-07-01-24-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214924
DEA: 080M9004
EFIS: 0812000248
COOP: 081695
DIST-CO-RTE-PM08-RIV-111-18.0/19.0
Work DescriptionThe purpose of the project is to provide a grade separated crossing over the existing UPRR, SR-111 and Hammond Road in the Mecca Community that will provide the following benefits: provide a secondary access point to the Community of Mecca.
Location DescriptionThe project is in Riverside County from 0.47 miles east of State Route 86 to 0.45 miles west of Johnson Street.
Sample Information
Sample Taken Date7/1/2020 Sample Unique Key24
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 testing7/13/2020
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP 0.50% LAS Aggregate
The quantity of what the sample constitutes3 Bags Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Cabazon Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0429G-20
The fabricator/manufacturer/facility nameMatich-Cabazon Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0008, 91-36-0040
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant numberCHP 68E A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-07-01-24
DIME Test ID: 2020-07-01-24-2
Testing Lab: CT - 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: 2020-07-21
Test Results

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: Satish Jain
Date of test: 07/16/2020
Weighted average percentage of fractured, coarse, 2 faced particles:94 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/21/2020