Test 2020-12-10-26-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215149
DEA: 081G0104
EFIS: 0815000106
DIST-CO-RTE-PM08-SBD-62-124.8/142.0
Work DescriptionPLACE RHMA-G, HMA, STRUCTURAL CONCRETE & ROCK SLOPE PROTECTION.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 95 TO 0.3 MILE WEST OF PARKER DAM ROAD.
Sample Information
Sample Taken Date12/10/2020 Sample Unique Key26
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 testing1/8/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R25 0.5% LAS
The quantity of what the sample constitutes13 Bags Of Agg., 1 Bag Rap & 2 Bags Coldfeed From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite-Indio Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0697A-20
The fabricator/manufacturer/facility nameGranite-Indio 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)91-33-0072
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number1535 A detailed description of where the material sample was collectedBelt Cut at Granite Indio 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: 2020-12-10-26
DIME Test ID: 2020-12-10-26-2
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: 2021-01-22
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: 01/20/2021
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
Weighted average percentage of fractured, coarse, 1 faced particles:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/22/2021