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Summary for Test 2023-09-23-3-1

Test performed: CTM 524-March 2013

Project Information

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 Information

Sample Taken Date	09/23/2023	Sample Unique Key	3
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	09/23/2023
Sample type	Quality Assurance	A brief description of the sample	3 RSC beams
The quantity of what the sample constitutes	3	From where was the sample collected	Job Site
First name of sampler or witnessed by	Johnny	Last name of sampler or witnessed by	Do
Title of sampler		Telephone number of sampler	7143066148
Laboratory sample identification	23-0281	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving - Volumetric	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Information

Material Type	Concrete	The concrete mix design number	G3-21-CTS-220
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	Location 2 NB55 to SB405 connector
From Lot No.		Bag Lot No.

Test Details

DIME Sample ID: 2023-09-23-3

DIME Test ID: 2023-09-23-3-1

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: 2023-10-10

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: Calculated

Tester's full name: Frank Mai

Date of test: 09/26/2023

Identification number: 23-0281

Width of specimen: 6 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6 inch

Depth of specimen: 6 inch

Depth of specimen 2: 6 inch

Depth of specimen 3: 6 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 4070 lb

Maximum load applied 2: 6700 lb

Maximum load applied 3: 7200 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: 360 psi

Modulus of rupture 2: 570 psi

Modulus of rupture 3: 630 psi

Modulus of rupture average: 520 psi

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

Test File Attachments

File Name	Extension	File Size	Date Uploaded	Test ID	Actions
IMG_0042 - downloaded from my phone	jpeg	4559.55 KB	09/26/2023	2023-09-23-3-1	Info
IMG_0043 - downloaded from my phone	jpeg	3025.78 KB	09/26/2023	2023-09-23-3-1	Info
IMG_0045 - downloaded from my phone	jpeg	4377.25 KB	09/26/2023	2023-09-23-3-1	Info
IMG_0046 - downloaded from my phone	jpeg	5548.13 KB	09/26/2023	2023-09-23-3-1	Info
IMG_0048 - downloaded from my phone	jpeg	5985.19 KB	09/26/2023	2023-09-23-3-1	Info
IMG_0049 - downloaded from my phone	jpeg	5353.67 KB	09/26/2023	2023-09-23-3-1	Info

Test was verified on 10/10/2023 ✔