Test 2021-08-25-12-3 (CTM 524-March 2013) Summary

Project Information
Project IdentifiersProject ID: 215612
DEA: 081L6904
DIST-CO-RTE-PM08-SBD-10,60-9.9/R24.2,R0.0/R4.6
Work DescriptionINDIVIDUAL SLAB REPLACEMENT.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 10 FROM ROUTE 15 TO ROUTE 215 AND ON ROUTE 60 FROM 0.1 MILE EAST OF RESERVOIR STREET UNDERCROSSING TO EUCLID AVENUE UNDERCROSSING
Sample Information
Sample Taken Date8/25/2021 Sample Unique Key12
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 testing8/26/2021
Sample typeQuality Assurance A brief description of the samplePCC Rapid set beams
The quantity of what the sample constitutes3 beams From where was the sample collectedJob Site
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification5RA,5RB,5RC
The fabricator/manufacturer/facility nameMyers and Sons Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number800-3RSC
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTTI
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedOn Job Site at Concrete Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-08-25-12
DIME Test ID: 2021-08-25-12-3
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2021-08-28
Test Results

Number of specimens: 1
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Input Type: Calculated
Tester's full name: M. Warde, R. Osorio
Date of test: 08/28/2021
Identification number: 5RC
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 8270 lb
Curing history and apparent moisture condition of the specimen: moist, curing room
If specimen was capped, ground or if leather shims were used: no
Defects in specimen, including numbers of beams discarded during test: none
Age of specimen: 3 days
Modulus of rupture: 710 psi
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Test was verified on 08/28/2021