Summary for Test 2026-03-24-34-1

Test performed: CTM 523-May 2020

Project Information

Project IdentifiersProject ID: 1000611
DEA: 120R32U4
EFIS: 1222000054
DIST-CO-RTE-PM12-ORA-55-0.2/R17.8
Award Date02/07/2025
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE RHMA, REPLACE CB, SIGNS AND MODIFY LIGHTING SYSTEM.
Location DescriptionORANGE COUNTY FROM 0.1 MILE SOUTH OF ROUTE 55/1 SEPARATION IN NEWPORT BEACH TO ROUTE 55/91 SEPARATION IN ANAHEIM
QA Service Level1 (Verified on 09/30/2024)

Sample Information

Sample Taken Date03/24/2026 Sample Unique Key34
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 testing03/25/2026
Sample typeQuality Assurance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes3 From where was the sample collectedJob Site
First name of sampler or witnessed byG3 Last name of sampler or witnessed byG3
Title of sampler Telephone number of sampler
Laboratory sample identification26-0044 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSHORTLOAD CONCRETE INC 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 numberCTS-65-EHI
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledTest Slab
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-03-24-34
DIME Test ID: 2026-03-24-34-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2026-03-27

Test Results


Number of specimens: 3
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?: No
Input Type: Measured
Tester's full name: Dan Morris
Date of test: 03/27/2026
Identification number: 26-0044
Width of specimen: 6.1 inch
Width of specimen 2: 6.0 inch
Width of specimen 3: 6.1 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.1 inch
Depth of specimen 3: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8200 lb
Maximum load applied 2: 8450 lb
Maximum load applied 3: 9060 lb
Curing history and apparent moisture condition of the specimen: Sand pit/Lime water bath (Contract Specs.)
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 3 days
Age of specimen in hours: 0 hours
Modulus of rupture: 650 psi
Modulus of rupture 2: 700 psi
Modulus of rupture 3: 725 psi
Modulus of rupture average: 690 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
26-0044Bpdf220.50 KB03/27/20262026-03-24-34-1   Info

Test was verified on 3/27/2026