Summary for Test 2022-03-03-37-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/03/2022 Sample Unique Key37
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 testing04/08/2022
Sample typeVerification A brief description of the sampleAggregate
The quantity of what the sample constitutes6 Bags From where was the sample collectedSource
First name of sampler or witnessed byErika Last name of sampler or witnessed byGonzalez
Title of samplerTET Telephone number of sampler
Laboratory sample identification22-JMFPP-0065 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company 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)91-34-0060
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 collectedColdfeed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-03-37
DIME Test ID: 2022-03-03-37-7
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2022-04-21

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 04/15/2022
Mass of fractured, coarse, 2 faced particles tested: 738.9 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 6.8 g
Mass of fractured, coarse, 1 faced particles tested: 745.7 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 26.2 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): Crushed particles, coarse aggregate one fractured face Crushed particles, coarse aggregate two fractured faces Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) one fractured face.

Test was verified on 4/21/2022