Summary for Test 2020-02-12-28-3

Test performed: CTM 211-May 2010

Project Information

Project IdentifiersProject ID: 214221
DEA: 081F1424
EFIS: 0815000232
DIST-CO-RTE-PM08-RIV-15-23.9/33.4
Award Date09/05/2019
Closeout Date03/01/2022
Work DescriptionREPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 12/04/2019)

Sample Information

Sample Taken Date02/12/2020 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing02/13/2020 Sample typeAggregate Prequalification Program
A brief description of the sample1.0" PCC AGGREGATE The quantity of what the sample constitutes10 BAGS
From where was the sample collectedSource First name of sampler or witnessed byMILAD
Last name of sampler or witnessed byWARDE Title of sampler
Telephone number of sampler951-232-7608 Laboratory sample identification9369
Linked DIME Sample ID2020-02-12-28 The fabricator/manufacturer/facility namePACIFIC AGGREGATE LAKE ELSINOR
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)91-33-0073: PACIFIC AGGREGATE
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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-02-12-28
DIME Test ID: 2020-02-12-28-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2020-03-16

Test Results


How many revolutions are required?: 500 Revolution Test
Input Type: Calculated
Tester's full name: LARRY DIAZ
Date of test: 02/22/2020
Grading: B
Percent wear: 16 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/16/2020 ✔