Summary for Test 2023-11-10-46-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993529
DEA: 11430514
EFIS: 1119000008
DIST-CO-RTE-PM11-SD-15-R31.3/R37.1
Award Date05/27/2022
Closeout DateNot set
Work DescriptionCRCP, FIBER OPTIC CABLE, AND HMA.
Location DescriptionSAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
QA Service Level1 (Verified on 02/07/2022)

Sample Information

Sample Taken Date11/10/2023 Sample Unique Key46
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 testing11/13/2023
Sample typeQuality Assurance A brief description of the sample3/4" HMA PSU
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 identification6634-PSU Linked DIME Sample ID2023-11-10-45
The fabricator/manufacturer/facility nameMartin Marietta 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)91-33-0098
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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-11-10-46
DIME Test ID: 2023-11-10-46-2
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: 2023-11-30

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: Daniel Smith
Date of test: 11/27/2023
Mass of fractured, coarse, 2 faced particles tested: 750 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 18 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: 7 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: 98 %
Percentage of fractured, fine, 1 faced particles tested: 93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2023