Summary for Test 2024-04-29-30-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994588
DEA: 081H3904
EFIS: 0817000032
DIST-CO-RTE-PM08-SBD-15-R20.5/R21.6,R25.5/R30.7
Award Date07/13/2023
Closeout DateNot set
Work DescriptionCONSTRUCT BUILDING, ROADWAY EXC, JPCP, AND TEMPORARY BARRIER SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF CLEGHORN ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF ROUTE 138 AND FROM 0.5 MILE SOUTH OF TRUCK SAFETY CHECK AREA TO 0.4 MILE NORTH OF OAK HILL ROAD OVERCROSSING
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date04/29/2024 Sample Unique Key30
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 testing05/30/2024
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.75% LAS
The quantity of what the sample constitutes4 Bags Of Bin Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byG Last name of sampler or witnessed byRamirez
Title of sampler Telephone number of sampler
Laboratory sample identification0206A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan - Oro Grande 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)91-36-0022, 91-36-0046
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 collectedBelt Cut at Vulcan Oro Grande Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number224112A ORO SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-29-30
DIME Test ID: 2024-04-29-30-7
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: 2024-06-12

Test Results


Method: 1 - Combined 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: 05/10/2024
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/12/2024