Test 2019-10-27-3-2 (CTM 524-March 2013) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date10/27/2019 Sample Unique Key3
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 testing10/28/2019
Sample typeAcceptance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes3 beams From where was the sample collectedJob Site
First name of sampler or witnessed byANH Last name of sampler or witnessed byNguyen
Title of sampler Laboratory sample identification2RA, 2RB, 2RC
The fabricator/manufacturer/facility nameCoffman Specialties, Inc 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 number1810-2
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: 2019-10-27-3
DIME Test ID: 2019-10-27-3-2
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: 2019-11-20
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
Date of test: 11/04/2019
Identification number: 2RB
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 7685 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: 8 days
Modulus of rupture: 660 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/20/2019