Summary for Test 2019-04-15-19-3

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213050
DEA: 051J5204
EFIS: 0517000195
DIST-CO-RTE-PM05-SLO-58-6.9/30.0
Award Date03/19/2018
Closeout Date12/30/2019
Work DescriptionCOLD PLANE EXISTING ROADWAY AND RESURFACE WITH RHMA-G.
Location DescriptionSAN LUIS OBISPO COUNTY ABOUT 6 MILES EAST OF SANTA MARGARITA FROM ROUTE 229 TO NAVAJO CREEK BRIDGE
QA Service Level1 (Verified on 09/06/2019)

Sample Information

Sample Taken Date04/15/2019 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing04/15/2019 Sample typeDispute Resolution
A brief description of the sample3/4 inch RHMA-G The quantity of what the sample constitutes1
From where was the sample collectedSource First name of sampler or witnessed byB
Last name of sampler or witnessed byBarber Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePapich Construction
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)91-10-0006::AVENAL AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedUnknown
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: 2019-04-15-19
DIME Test ID: 2019-04-15-19-3
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2019-12-17

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 04/15/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
General comments (publicly viewable) (Max 1000 characters): Translab internal lab no.:019-004 CT Lab no. 18-A-518 Lot1 Sublot3

Test was verified on 12/17/2019 ✔