Test 2021-05-14-20-2 (CTM 523-July 2012) 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 Date5/14/2021 Sample Unique Key20
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 testing5/15/2021
Sample typeQuality Assurance A brief description of the sampleJPCP beams
The quantity of what the sample constitutes4 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byIssac, David Last name of sampler or witnessed byIHarris, Pasos
Title of sampler Laboratory sample identification71JA1,71JA2,71JB1, 71JB2
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 number1906-2
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 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: 2021-05-14-20
DIME Test ID: 2021-05-14-20-2
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: 2021-05-24
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: A. Nguyen, M. Haque
Date of test: 05/24/2021
Identification number: 71JA2
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 7540 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: no
Age of specimen: 10 days
Modulus of rupture:650 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/24/2021