Test 2021-04-28-21-1 (CTM 524-March 2013) Summary

Project Information
Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Sample Information
Sample Taken Date4/28/2021 Sample Unique Key21
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 testing4/29/2021
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 identification26RA,26RB,26RC
The fabricator/manufacturer/facility nameCoffman 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 number1906-33
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTT1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedOn jobsite 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: 2021-04-28-21
DIME Test ID: 2021-04-28-21-1
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: 2021-05-10
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: K. Talati, R. Osorio
Date of test: 05/08/2021
Identification number: 26RA
Width of specimen: 5.9375 inch
Depth of specimen: 6.125 inch
Span length of specimen: 18 inch
Maximum load applied: 10780 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: none
Age of specimen: 10 days
Modulus of rupture: 920 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/10/2021