Summary for Test 2020-05-31-9-8

Test performed: CTM 211-May 2010

Project Information

Project IdentifiersProject ID: 213970
DEA: 080K1214
EFIS: 0815000245
DIST-CO-RTE-PM08-SBD-15-12.5/14.8
Award Date12/23/2019
Closeout Date01/18/2022
Work DescriptionREPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT.
Location DescriptionSAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING
QA Service Level1 (Verified on 12/12/2019)

Sample Information

Sample Taken Date05/31/2020 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing06/02/2020 Sample typeAnnual Source Testing
A brief description of the sample3/8" X No.8 PCC Aggregate The quantity of what the sample constitutes5 Bags
From where was the sample collectedSource First name of sampler or witnessed byChris
Last name of sampler or witnessed byHindman Title of samplerQC Technician
Telephone number of sampler951-236-2183 Laboratory sample identification1152
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertsons-Rialto
Transportation Laboratory (TL) Number1152 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)91-36-0146
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 collectedRobertson Rialto
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-31-9
DIME Test ID: 2020-05-31-9-8
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: 2020-06-29

Test Results


How many revolutions are required?: 500 Revolution Test
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 06/13/2020
Grading: C
Percent wear: 37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/29/2020 ✔