Summary for Test 2024-10-30-57-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 1000188
DEA: 112N1694
EFIS: 1122000282
DIST-CO-RTE-PM11-SD-78-3.3/72.9
Award Date05/30/2024
Closeout Date06/09/2025
Work DescriptionGRIND BRIDGE DECK, PLACE POLYESTER CONCRETE, AND APPLY METHACRYLATE.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM COLLEGE BOULEVARD UNDERCROSSING TO SAN FELIPE CREEK BRIDGE
QA Service Level1 (Verified on 06/11/2024)

Sample Information

Sample Taken Date10/30/2024 Sample Unique Key57
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 testing11/18/2024
Sample typeAcceptance A brief description of the samplePSU Aggs
The quantity of what the sample constitutes4 bags From where was the sample collectedSupplier
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byMcCovy
Title of sampler Telephone number of sampler6192463546
Laboratory sample identification1301-PSU Linked DIME Sample ID2024-10-30-56
The fabricator/manufacturer/facility nameVulcan CC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Not Provided
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 collectedAggregates
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 Number320819 CC SJR

Test Details

DIME Sample ID: 2024-10-30-57
DIME Test ID: 2024-10-30-57-2
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: 2024-12-16

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: 12/04/2024
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: 11 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: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/16/2024