Test 2021-10-13-46-2 (ASTM C293-10) Summary

Project Information
Project IdentifiersProject ID: 215556
DEA: 081L6504
EFIS: 0820000131
DIST-CO-RTE-PM08-SBD-40,58-Var
Work DescriptionREPLACE AC SURFACING, RUBBERIZED HMA, SLAB REPLACEMENT & STRIPING.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date10/13/2021 Sample Unique Key46
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 testing10/13/2021
Sample typeQuality Assurance A brief description of the samplePCC Rapid set beams
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerte Laboratory sample identification10082021-SET NO 5
The fabricator/manufacturer/facility nameFEC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRTE 58 WB LN 2 PM 12 dot 0
Material Information
Material TypeConcrete The concrete mix design numberSM446BR2
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedAT THE JOB SITE Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-10-13-46
DIME Test ID: 2021-10-13-46-2
Testing Lab: CT D08 - Barstow Field Testing Laboratory
Test Method: ASTM C293-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)
Test Release Date: 2021-11-03
Test Results

Unit system used?: US Units
Input Type: Calculated
Tester's full name: larry Francisco
Date of test: 10/23/2021
Identification number: 5D
Width of specimen: 6.0445 inch
Depth of specimen: 6.1117 inch
Span length of specimen: 18 inch
Maximum load applied: 9120 lb
Curing history and apparent moisture condition of the specimen: SAND PITS
If specimen was capped, ground or if leather shims were used: NO
Defects in specimen: NO
Age of specimen: 10 days
Modulus of rupture:760 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/03/2021