Summary for Test 2022-08-15-43-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993652
DEA: 112N1454
DIST-CO-RTE-PM11-SD-905-3.8/R11.5
Award Date06/10/2022
Closeout Date09/14/2023
Work DescriptionAPPLY MICROSURFACING, REMOVE AND PLACE PAVEMENT DELINEATION.
Location DescriptionSAN DIEGO COUNTY IN AND NEAR OTAY MESA FROM 0.6 MILE EAST OF JUNCTION ROUTE 5 TO 0.2 MILE NORTH OF MEXICO BORDER
QA Service Level1 (Verified on 03/29/2022)

Sample Information

Sample Taken Date08/15/2022 Sample Unique Key43
Date that the sample was received by the laboratory/organization performing the testing08/29/2022 Sample typeVerification
A brief description of the samplePSUE 1/2" HMA-A-SP R15 No LAS The quantity of what the sample constitutes2 Bags Agg., 2 Bags Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0594A-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Otay
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)91-37-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number320819 OTAY VAL A detailed description of where the material sample was collectedBelt Cut at Vulcan Otay
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-15-43
DIME Test ID: 2022-08-15-43-7
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: 2022-10-05

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: 09/01/2022
Percentage of fractured, coarse, 2 faced particles tested: 99 %
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 10/5/2022 ✔