Test 2021-09-02-30-3 (CTM 523-July 2012) Summary

Project Information
Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
Sample Information
Sample Taken Date9/2/2021 Sample Unique Key30
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 testing9/3/2021
Sample typeAcceptance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes4 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byJames / Kevin Last name of sampler or witnessed byBurton / Oluoha
Title of sampler Laboratory sample identification1JA1, 1JA2, 1JB1, 1JB2
The fabricator/manufacturer/facility nameCemex, Fontana 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 number1605762
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTTI
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: 2021-09-02-30
DIME Test ID: 2021-09-02-30-3
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: 2021-09-30
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: M. Warde, M. Haque
Date of test: 09/30/2021
Identification number: 1JB1
Width of specimen: 5.9375 inch
Depth of specimen: 6.125 inch
Span length of specimen: 18 inch
Maximum load applied: 8510 lb
Curing history and apparent moisture condition of the specimen: moist, curing room
If specimen was capped, ground or if leather shims were used: no
Defects in specimen: no
Age of specimen: 28 days
Modulus of rupture:720 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/30/2021