Summary for Test 2022-09-18-8-1

Test performed: CTM 524-March 2013

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 Date09/18/2022 Sample Unique Key8
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 testing09/18/2022
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 byRobert Last name of sampler or witnessed byAchuela
Title of samplerMREA Telephone number of sampler
Laboratory sample identification22-2440 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVanguard at the 57 Freeway Transportation Laboratory (TL) Number22-2440
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 number690HE4X12
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantVanguard at 57 Freeway The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSkip loader to wheel barrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-09-18-8
DIME Test ID: 2022-09-18-8-1
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: 2022-10-10

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: Measured
Tester's full name: Robert Achuela
Date of test: 09/28/2022
Identification number: 22-2440
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 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: 7992 lb
Maximum load applied 2: 8118 lb
Maximum load applied 3: 8212 lb
Curing history and apparent moisture condition of the specimen: saturated
If specimen was capped, ground or if leather shims were used: no
Defects in specimen, including numbers of beams discarded during test: none
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 680 psi
Modulus of rupture 2: 680 psi
Modulus of rupture 3: 690 psi
Modulus of rupture average: 680 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2022