DIME - Test Summary

Summary for Test 2022-02-01-6-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 214671 DEA: 07303904 EFIS: 0714000044
DIST-CO-RTE-PM	07-LA-10-31.2/37.2
Award Date	11/25/2020
Closeout Date	10/11/2023
Work Description	LANE REPLACEMENT
Location Description	LOS 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 Level	1 (Verified on 01/21/2021)

Sample Taken Date	02/01/2022	Sample Unique Key	6
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	02/01/2022
Sample type	Department Acceptance	A brief description of the sample	JPCP-RSC Beams
The quantity of what the sample constitutes	30 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Michelangelo	Last name of sampler or witnessed by	Sese
Title of sampler	TET	Telephone number of sampler	310-345-6204
Laboratory sample identification	22-0094	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

Material Type	Concrete	The concrete mix design number	G3-21-PRS-237
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	NA
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Discharge from truck into wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-02-01-6

DIME Test ID: 2022-02-01-6-1

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: 2022-02-01

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: Michelangelo Sese

Date of test: 02/01/2022

Identification number: Set #1

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: 6.125 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 8800 lb

Maximum load applied 2: 8890 lb

Maximum load applied 3: 8550 lb

Curing history and apparent moisture condition of the specimen: Yes

If specimen was capped, ground or if leather shims were used: NA

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: 770 psi

Modulus of rupture 2: 780 psi

Modulus of rupture 3: 720 psi

Modulus of rupture average: 760 psi

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

Test was verified on 2/1/2022 ✔