Summary for Test 2023-06-06-66-1

Test performed: CTM 523-May 2020

Project Information

Project IdentifiersProject ID: 213749
DEA: 120C1104
EFIS: 1200000633
DIST-CO-RTE-PM12-ORA-57-20.3/21.6
Award Date04/19/2019
Closeout DateNot set
Work DescriptionSR-57 Lambert Interchange Project: WIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING
QA Service Level1 (Verified on 05/31/2019)

Sample Information

Sample Taken Date06/06/2023 Sample Unique Key66
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 testing06/06/2023
Sample typeQuality Assurance A brief description of the sample6x6x18 Beam
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byDavid Last name of sampler or witnessed byNguyen
Title of sampler Telephone number of sampler9492798470
Laboratory sample identification23-0181 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving 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 number1605760
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 sampledLA5 5 plus 00
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-06-06-66
DIME Test ID: 2023-06-06-66-1
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: 2023-06-22

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?: No
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 06/16/2023
Identification number: 23-0181
Width of specimen: 5.90 inch
Width of specimen 2: 5.90 inch
Depth of specimen: 6.05 inch
Depth of specimen 2: 6.05 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 6310 lb
Maximum load applied 2: 6980 lb
Curing history and apparent moisture condition of the specimen: lime water bath
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 10 days
Age of specimen in hours: 0 hours
Modulus of rupture: 560 psi
Modulus of rupture 2: 600 psi
Modulus of rupture average: 580 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
23-0181pdf211.99 KB06/22/20232023-06-06-66-1   Info

Test was verified on 6/22/2023