Summary for Test 2021-10-20-22-7

Test performed: AASHTO T335-09r13

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
Award Date12/11/2020
Closeout Date03/01/2023
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
QA Service Level1 (Verified on 03/18/2021)

Sample Information

Sample Taken Date10/20/2021 Sample Unique Key22
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 testing10/21/2021
Sample typeVerification A brief description of the samplePSUE 3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes4 Bags of 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 Telephone number of sampler
Laboratory sample identification0599G-21 Linked DIME Sample ID
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, name of Pit or Job Site)91-36-0040, 91-33-0008
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-10-20-22
DIME Test ID: 2021-10-20-22-7
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: 2021-10-27

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: Michael Magana
Date of test: 10/26/2021
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/27/2021