Test 2021-06-09-17-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215148
DEA: 081E8404
EFIS: 0814000113
DIST-CO-RTE-PM08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6
Work DescriptionREPLACE ROADWAY WITH RHMA-G AND HMA.
Location DescriptionIN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL
Sample Information
Sample Taken Date6/9/2021 Sample Unique Key17
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 testing6/11/2021
Sample typeVerification A brief description of the sample10K Milestone, : RHMA-G-SP % LAS
The quantity of what the sample constitutes2 Bags of 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 identification0355G-21
The fabricator/manufacturer/facility nameMatich Corporation 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
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number14 JMF Verification ID
Test Details
DIME Sample ID: 2021-06-09-17
DIME Test ID: 2021-06-09-17-7
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: 2021-06-24
Test Results

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: 06/17/2021
Percentage of fractured, coarse, 2 faced particles tested:96 %
Percentage of fractured, coarse, 1 faced particles tested:97 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/24/2021