Summary for Test 2022-11-10-52-3

Test performed: CTM 523-May 2020

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date11/10/2022 Sample Unique Key52
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 testing11/11/2022
Sample typeQuality Assurance A brief description of the sampleCRCP Beams
The quantity of what the sample constitutes10 Cubic Yards From where was the sample collectedJob Site
First name of sampler or witnessed byEdmond Last name of sampler or witnessed byJabbour
Title of sampler Telephone number of sampler
Laboratory sample identification22-3024 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVanguard Batch Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number57030SL
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected13430
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedWheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-11-10-52
DIME Test ID: 2022-11-10-52-3
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-01-05

Test Results


Number of specimens: 2
Unit system used?: US Units
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
Is a beam dimensional correction factor used?: Yes
Input Type: Measured
Tester's full name: Julian Calderon
Date of test: 12/08/2022
Identification number: 22-3024
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Depth of specimen: 6.0 inch
Depth of specimen 2: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 8520 lb
Maximum load applied 2: 8558 lb
Correction Factor: 1
Correction Factor 2: 0.97
Curing history and apparent moisture condition of the specimen: ok
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 710 psi
Modulus of rupture 2: 670 psi
Modulus of rupture average: 690 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/5/2023