DIME - Test Summary

Summary for Test 2023-12-27-20-1

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	12/27/2023	Sample Unique Key	20
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	12/28/2023
Sample type	Quality Assurance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	3	From where was the sample collected	Job Site
First name of sampler or witnessed by	Kenny	Last name of sampler or witnessed by	Do
Title of sampler		Telephone number of sampler	9498727223
Laboratory sample identification	23-0417	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Concrete	The concrete mix design number	G3-23-PCC-345-HE
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	sta 28 94 to sta 42 00
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-12-27-20

DIME Test ID: 2023-12-27-20-1

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: 2024-01-24

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: 01/24/2024

Identification number: 23-0417

Width of specimen: 6 inch

Width of specimen 2: 5.9375 inch

Width of specimen 3: 6 inch

Depth of specimen: 6.0625 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: 7420 lb

Maximum load applied 2: 8170 lb

Maximum load applied 3: 6870 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: 28 days

Age of specimen in hours: no data

Modulus of rupture: 640 psi

Modulus of rupture 2: 710 psi

Modulus of rupture 3: 590 psi

Modulus of rupture average: 650 psi

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

Test was verified on 1/24/2024 ✔