DIME - Test Summary

Summary for Test 2020-10-03-16-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 214029 DEA: 07301104 EFIS: 0714000009
DIST-CO-RTE-PM	07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Award Date	06/03/2019
Closeout Date	10/17/2023
Work Description	Roadway ex, place jointed plain concrete pavement & concrete barrieres
Location Description	In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
QA Service Level	1 (Verified on 06/25/2019)

Sample Taken Date	10/03/2020	Sample Unique Key	16
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	10/03/2020
Sample type	Quality Assurance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	10 Cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Chad	Last name of sampler or witnessed by	Chotibhongs
Title of sampler	MREA	Telephone number of sampler
Laboratory sample identification	20-3465	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson Ready Mix	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	RRM19097
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	None
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Onsite with Bobcat	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2020-10-03-16

DIME Test ID: 2020-10-03-16-1

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: 2021-08-21

Number of specimens: 1

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: Chad Chotibhongs

Date of test: 10/13/2020

Identification number: 20-3465

Width of specimen: 6 inch

Depth of specimen: 6 inch

Span length of specimen: 18 inch

Maximum load applied: 8510 lb

Curing history and apparent moisture condition of the specimen: good

If specimen was capped, ground or if leather shims were used: None

Defects in specimen, including numbers of beams discarded during test: 0

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 745 psi

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

Test was verified on 8/21/2021 ✔