Summary for Test 2023-05-06-1-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 993154
DEA: 120R3404
EFIS: 1218000079
DIST-CO-RTE-PM12-ORA-73-12.9/R26.8
Award Date09/16/2021
Closeout Date09/28/2023
Work DescriptionREPLACE APPROACH SLABS, JOINT SEAL, AND APPLY METHACRYLATE ON BRIDGES.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM MOULTON PARKWAY UNDERCROSSING IN LAGUNA NIGUEL TO BRISTOL STREET UNDERCROSSING IN COSTA MESA
QA Service Level1 (Verified on 08/02/2021)

Sample Information

Sample Taken Date05/06/2023 Sample Unique Key1
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 testing05/06/2023
Sample typeQuality Assurance A brief description of the sample6x6x18 Beam
The quantity of what the sample constitutes3 From where was the sample collectedJob Site
First name of sampler or witnessed byRMA Group Last name of sampler or witnessed byRMA QC
Title of sampler Telephone number of sampler
Laboratory sample identification23-0153 Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown 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 numberCTS-65-EHI
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampledNB MacArthur Blvd onramp to N 73 north of San Diego
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-05-06-1
DIME Test ID: 2023-05-06-1-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-05-10

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: Dan Morris
Date of test: 05/09/2023
Identification number: 23-0153
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.0625 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7990 lb
Maximum load applied 2: 8020 lb
Maximum load applied 3: 8350 lb
Curing history and apparent moisture condition of the specimen: lime water bath
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
Age of specimen in hours: no data
Modulus of rupture: 680 psi
Modulus of rupture 2: 690 psi
Modulus of rupture 3: 710 psi
Modulus of rupture average: 690 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
23-0153pdf220.43 KB05/10/20232023-05-06-1-1   Info

Test was verified on 5/10/2023