Test 2019-03-13-13-1 (CTM 524-March 2013) Summary

Project Information
Project IdentifiersProject ID: 212910
DEA: 080K2914
EFIS: 0812000098
DIST-CO-RTE-PM08-SBD-10-30.9/33.3
Work DescriptionLANE REPLACEMENT
Location DescriptionSAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
Sample Information
Sample Taken Date3/13/2019 Sample Unique Key13
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 testing3/14/2019
Sample typeAcceptance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes3 From where was the sample collectedJob Site
First name of sampler or witnessed byDenis Last name of sampler or witnessed bySostrom
Title of sampler Laboratory sample identification36RA, 36RB, 36RC
The fabricator/manufacturer/facility nameCemex Redlands Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design number1555211
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedTT1
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
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 sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-03-13-13
DIME Test ID: 2019-03-13-13-1
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: 2019-03-29
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: A. Alzubi / K. Talati
Date of test: 03/26/2019
Identification number: 36RA
Width of specimen: 6.125 inch
Depth of specimen: 6.125 inch
Span length of specimen: 18 inch
Maximum load applied: 10770 lb
Curing history and apparent moisture condition of the specimen: sand pit
If specimen was capped, ground or if leather shims were used: no
Defects in specimen, including numbers of beams discarded during test: no
Age of specimen: 13 days
Modulus of rupture: 890 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/29/2019