Summary for Test 2023-10-10-84-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994615
DEA: 112N1644
EFIS: 1122000151
DIST-CO-RTE-PM11-IMP-8-R3.7/R48.0
Award Date05/19/2023
Closeout Date06/11/2024
Work DescriptionMICROSURFACING, COLD PLANE, RHMA, PAVEMENT MARKING, & CENSUS SYSTEMS.
Location DescriptionIMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF MOUNTAIN SPRINGS ROAD UNDERCROSSING TO 0.2 MILE EAST OF ROUTE 7/8 SEPARATION
QA Service Level1 (Verified on 06/04/2024)

Sample Information

Sample Taken Date10/10/2023 Sample Unique Key84
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 sample1/2" RHMA-G
The quantity of what the sample constitutes12 boxes 4 bags From where was the sample collectedSource
First name of sampler or witnessed byJoe Last name of sampler or witnessed byLoper
Title of sampler Telephone number of sampler
Laboratory sample identification9814-PSU Linked DIME Sample ID2023-10-10-83
The fabricator/manufacturer/facility nameAPI Gateway 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)91-00-0000
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 number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-10-10-84
DIME Test ID: 2023-10-10-84-2
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: 2023-11-22

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: 11/17/2023
Mass of fractured, coarse, 2 faced particles tested: 700 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 3 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: 1 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: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2023