Test 2020-07-30-11-3 (CTM 524-March 2013) Summary

Project Information
Project IdentifiersProject ID: 214221
DEA: 081F1424
EFIS: 0815000232
DIST-CO-RTE-PM08-RIV-15-23.9/33.4
Work DescriptionREPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING
Sample Information
Sample Taken Date7/30/2020 Sample Unique Key11
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 testing8/2/2020
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 identification39RA, 39RB, 39RC
The fabricator/manufacturer/facility nameMSC Plant 1 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 number800-5RSC
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTT
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedconcrete sample from wheel barrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-07-30-11
DIME Test ID: 2020-07-30-11-3
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: 2020-08-02
Test Results

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, M. Warde
Date of test: 08/02/2020
Identification number: 39RC
Width of specimen: 6.0625 inch
Depth of specimen: 6.125 inch
Span length of specimen: 18 inch
Maximum load applied: 8030 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: No
Age of specimen: 3 days
Modulus of rupture:670 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/02/2020