Summary for Test 2019-04-15-9-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213487
DEA: 07296104
EFIS: 0713000035
DIST-CO-RTE-PM07-LA-405-0.7/6.7
Award Date09/14/2018
Closeout Date06/17/2021
Work DescriptionCONSTRUCT MVP, PLACE MINOR CONC, AND PERFORM HIGHWAY PLANTING.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND SIGNAL HILL FROM 0.1 MILE SOUTH OF LOS CERRITOS CHANNEL BRIDGE TO PACIFIC AVENUE UNDERCROSSING
QA Service Level1 (Verified on 09/10/2018)

Sample Information

Sample Taken Date04/15/2019 Sample Unique Key9
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 testing04/23/2019
Sample typeVerification A brief description of the sample3/4 WMA-A-SP
The quantity of what the sample constitutesPSE 13 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Materials Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0243A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan - Sun Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP The fabricator/manufacturer designation for the sample220826
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
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: 2019-04-15-9
DIME Test ID: 2019-04-15-9-2
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: 2019-06-06

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: Satish Jain
Date of test: 04/29/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 95 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019