Summary for Test 2020-01-06-26-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 212909
DEA: 07300804
EFIS: 0713000489
DIST-CO-RTE-PM07-LA-101-S0.0/1.9
Award Date02/28/2018
Closeout Date10/29/2020
Work DescriptionREPLACE CONCRETE PAVEMENT AND CONSTRUCT ADA CURB RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 5/101 SEPARATION TO 0.1 MILE NORTH OF BEAUDRY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 04/03/2019)

Sample Information

Sample Taken Date01/06/2020 Sample Unique Key26
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 testing01/08/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 5 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMichael Last name of sampler or witnessed byBrool
Title of sampler Telephone number of sampler
Laboratory sample identification0103A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials - Irwindale 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)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831A IRW LTR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-01-06-26
DIME Test ID: 2020-01-06-26-2
Testing Lab: CT D08 - Fontana Southern Regional 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: 2020-03-17

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 01/13/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2020