Summary for Test 2022-01-29-22-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
Award Date04/03/2020
Closeout Date06/06/2024
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date01/29/2022 Sample Unique Key22
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 testing01/30/2022
Sample typePer Request A brief description of the sampleA set of 3 JPCP RSC beams
The quantity of what the sample constitutesPer 500 CY From where was the sample collectedJob Site
First name of sampler or witnessed byIssac Last name of sampler or witnessed byHarris
Title of samplerField Materials Tester Telephone number of sampler5104999938
Laboratory sample identification22-0148 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving Burbank Batch Plant 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 number3215-JPCPRSC-12
The truck number from where the sample was collectedLoad 3 The batch plant ticket number from where the sample was collectedNot Provided
Concrete batch plantSecurity Paving Burbank Batch Plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSee Below Notes Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-01-29-22
DIME Test ID: 2022-01-29-22-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-01-31

Test Results

Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Issac Harris
Date of test: 01/30/2022
Identification number: 22-0148
Width of specimen: 0 inch
Width of specimen 2: 0 inch
Width of specimen 3: 0 inch
Depth of specimen: 0 inch
Depth of specimen 2: 0 inch
Depth of specimen 3: 0 inch
Span length of specimen: 0 inch
Span length of specimen 2: 0 inch
Span length of specimen 3: 0 inch
Maximum load applied: 0 lb
Maximum load applied 2: 0 lb
Maximum load applied 3: 0 lb
Curing history and apparent moisture condition of the specimen: QC performed testing
If specimen was capped, ground or if leather shims were used: QC performed testing
Defects in specimen, including numbers of beams discarded during test: QC performed testing
Age of specimen: 0 days
Age of specimen in hours: no data
Modulus of rupture: 410 psi
Modulus of rupture 2: 410 psi
Modulus of rupture 3: 410 psi
Modulus of rupture average: 410 psi
General comments (publicly viewable) (Max 1000 characters): QC performed testing. Only known value is 410 psi average at 12.5 hours for opening age breaks. All other inputs above are just placeholders.

Test was verified on 1/31/2022