Summary for Test 2020-09-09-34-1

Test performed: CTM 523-July 2012

Project Information

Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Award Date04/18/2019
Closeout Date06/28/2022
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
QA Service Level1 (Verified on 06/17/2019)

Sample Information

Sample Taken Date09/09/2020 Sample Unique Key34
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 testing09/10/2020
Sample typeDepartment Acceptance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes2 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byRMA Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification54-3A1,54-3A2 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRV Concrete 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 numberG3-19-PCC-172
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: 2020-09-09-34
DIME Test ID: 2020-09-09-34-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2020-10-13

Test Results


What test method is being used?: Third-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method B
Input Type: Calculated
Tester's full name: E. Jabbour, M. Warde
Date of test: 10/07/2020
Identification number: 54-3A1
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 7420 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: None
Age of specimen: 28 days
Modulus of rupture: 640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2020