Test 2019-06-17-12-3 (CTM 523-July 2012) Summary

Project Information
Project IdentifiersProject ID: 209694
DEA: 080J0704
EFIS: 0800000282
DIST-CO-RTE-PM08-SBD-215-0.6/1.7
Work Description(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location DescriptionGrade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Sample Information
Sample Taken Date6/17/2019 Sample Unique Key12
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 testing6/18/2019
Sample typeAcceptance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes6 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byHamid Last name of sampler or witnessed byArjamond
Title of sampler Laboratory sample identification21A1,21A2, 21B1, 21B2, 21C1,21C2
The fabricator/manufacturer/facility nameRobertson Riverside Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier42-xxxx
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberSC675B38
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 jobsite 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: 2019-06-17-12
DIME Test ID: 2019-06-17-12-3
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: 2019-07-19
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. ALZUBI, D. TRAN
Date of test: 07/16/2019
Identification number: 21B1
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 8245 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: 28 days
Modulus of rupture:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/19/2019