Summary for Test 2024-03-11-14-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 1000106
DEA: 07316204
EFIS: 0715000198
Permit Numbers: 0722AOP1994
DIST-CO-RTE-PM07---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level2 (Verified on 02/14/2024)

Sample Information

Sample Taken Date03/11/2024 Sample Unique Key14
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 testing03/14/2024
Sample typeVerification A brief description of the samplePSUE 3/4" RHMA-G-SP 0.50% LAS
The quantity of what the sample constitutes4 Bags Coldfeed Agg, 1 bag each of Scrap & Hi- Nat From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of sampler Telephone number of sampler
Laboratory sample identification0136G-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction - Big Rock 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)91-19-0046
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 collectedBelt Cut at Granite-Bigrock
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number1556 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-03-11-14
DIME Test ID: 2024-03-11-14-7
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: 2024-05-14

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/David Padilla
Date of test: 03/27/2024
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 5/14/2024