DIME - Test Summary

Summary for Test 2024-06-05-83-2

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 993870 DEA: 120R5604 EFIS: 1218000117
DIST-CO-RTE-PM	12-ORA-5,55,73,91,133,405-var
Award Date	04/12/2023
Closeout Date	Not set
Work Description	PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP.
Location Description	ORANGE COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 06/14/2022)

Sample Taken Date	06/05/2024	Sample Unique Key	83
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 testing	06/05/2024
Sample type	Quality Assurance	A brief description of the sample	RSC Flexural Beams
The quantity of what the sample constitutes	9	From where was the sample collected	Job Site
First name of sampler or witnessed by	G3	Last name of sampler or witnessed by	G3
Title of sampler		Telephone number of sampler
Laboratory sample identification	24-0262	Linked DIME Sample ID
The fabricator/manufacturer/facility name	G3	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	G3-23-PRS-346
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	1
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete from wheelbarrow	Where the material sample would have been placed if not sampled	Loc 5 NB 405 to SB 55 Connector
From Lot No.		Bag Lot No.

DIME Sample ID: 2024-06-05-83

DIME Test ID: 2024-06-05-83-2

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: 2024-06-17

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: 06/15/2024

Identification number: 4-6

Width of specimen: 6 inch

Width of specimen 2: 5.9375 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6 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: 6680 lb

Maximum load applied 2: 6410 lb

Maximum load applied 3: 6730 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: No

Defects in specimen, including numbers of beams discarded during test: No

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 580 psi

Modulus of rupture 2: 560 psi

Modulus of rupture 3: 570 psi

Modulus of rupture average: 570 psi

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2024 ✔