Summary for Test 2022-06-18-6-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 214671
DEA: 07303904
EFIS: 0714000044
DIST-CO-RTE-PM07-LA-10-31.2/37.2
Award Date11/25/2020
Closeout Date10/11/2023
Work DescriptionLANE REPLACEMENT
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level1 (Verified on 01/21/2021)

Sample Information

Sample Taken Date06/18/2022 Sample Unique Key6
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 testing06/18/2022
Sample typeDepartment Acceptance A brief description of the sample6x6x21 beams
The quantity of what the sample constitutes130 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byCody Last name of sampler or witnessed byCuevas
Title of samplerG3 QC Telephone number of sampler
Laboratory sample identification22-1462 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving batch plant Transportation Laboratory (TL) Number061822
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberG3-21-PRS-237
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantSecurity Paving Durbin The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSKIP LOADER TO WHEELBARROW Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-06-18-6
DIME Test ID: 2022-06-18-6-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-06-29

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: Measured
Tester's full name: Robert Achuela
Date of test: 06/28/2022
Identification number: 22-1462
Width of specimen: 5.9375 inch
Width of specimen 2: 5.9375 inch
Width of specimen 3: 5.9375 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.125 inch
Depth of specimen 3: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8486 lb
Maximum load applied 2: 7790 lb
Maximum load applied 3: 8807 lb
Curing history and apparent moisture condition of the specimen: 75 F saturated condition
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: 0
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 720 psi
Modulus of rupture 2: 660 psi
Modulus of rupture 3: 750 psi
Modulus of rupture average: 710 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/29/2022