Summary for Test 2023-10-29-2-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993908
DEA: 11427104
EFIS: 1116000154
DIST-CO-RTE-PM11-SD-8-3.0/8.3
Award Date04/12/2023
Closeout DateNot set
Work DescriptionMODIFY SIGNAL & LIGHTING SYSTEMS & REPLACE MINOR CONCRETE CURB RAMP.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO AT VARIOUS LOCATIONS FROM MISSION CENTER ROAD OVERCROSSING TO COLLEGE AVENUE OVERCROSSING
QA Service Level1 (Verified on 11/01/2022)

Sample Information

Sample Taken Date10/29/2023 Sample Unique Key2
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 testing10/30/2023
Sample typeQuality Assurance A brief description of the sample3/4" HMA
The quantity of what the sample constitutes12 boxes 3 bags From where was the sample collectedSource
First name of sampler or witnessed byJesse Last name of sampler or witnessed byFuentes
Title of sampler Telephone number of sampler
Laboratory sample identification10001-PSU Linked DIME Sample ID2023-10-29-1
The fabricator/manufacturer/facility nameVulcan Otay 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)91-37-0035
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-10-29-2
DIME Test ID: 2023-10-29-2-2
Testing Lab: CT D11 - District 11 Materials 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: 2023-11-14

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 11/03/2023
Mass of fractured, coarse, 2 faced particles tested: 1000 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 5 g
Mass of fractured, fine, 1 faced particles tested: 100 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, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/14/2023