DIME - Test Summary

Summary for Test 2023-10-08-4-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 994780 DEA: 070W3304 EFIS: 0721000265
DIST-CO-RTE-PM	07-LA-10-19.5/29.5
Award Date	03/13/2023
Closeout Date	03/14/2025
Work Description	LOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE
Location Description	DIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY,
QA Service Level	1 (Verified on 06/07/2023)

Sample Taken Date	10/08/2023	Sample Unique Key	4
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	10/08/2023
Sample type	Department Acceptance	A brief description of the sample	6"X6"X21" RSC Beams
The quantity of what the sample constitutes	20 cubic yards	From where was the sample collected	Job Site
First name of sampler or witnessed by	Philip	Last name of sampler or witnessed by	Maquiran
Title of sampler	MREA	Telephone number of sampler	(213) 358-1518
Laboratory sample identification	23-1615	Linked DIME Sample ID
The fabricator/manufacturer/facility name	SLC	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	CTS-65-EHI
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	Truck Chute	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-10-08-4

DIME Test ID: 2023-10-08-4-1

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: 2023-10-11

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: Phillip Maquiran

Date of test: 10/11/2023

Identification number: 23-1615

Width of specimen: 6.0625 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.0625 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: 9280 lb

Maximum load applied 2: 8962 lb

Maximum load applied 3: 8982 lb

Curing history and apparent moisture condition of the specimen: Damp

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: 3 days

Age of specimen in hours: no data

Modulus of rupture: 790 psi

Modulus of rupture 2: 770 psi

Modulus of rupture 3: 780 psi

Modulus of rupture average: 780 psi

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

Test was verified on 10/11/2023 ✔