DIME - Test Summary

Summary for Test 2022-06-26-1-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 214493 DEA: 07311704 EFIS: 0715000013
DIST-CO-RTE-PM	07-LA-134-0.0/R13.3
Award Date	04/16/2020
Closeout Date	07/09/2024
Work Description	CONCRETE SLAB REPLACEMENT, HMA PAVING, ELECTRICAL AND LANDSCAPE WORK.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES, BURBANK, GLENDALE AND PASADENA FROM ROUTE 101/134 SEPARATION TO JUNCTION OF ROUTE 210/710
QA Service Level	1 (Verified on 04/15/2020)

Sample Taken Date	06/26/2022	Sample Unique Key	1
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	06/26/2022
Sample type	Department Acceptance	A brief description of the sample	6x6x21 beams
The quantity of what the sample constitutes	130 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Paul	Last name of sampler or witnessed by	Pastora
Title of sampler	RMA QC	Telephone number of sampler
Laboratory sample identification	22-1544	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Peterson Chase	Transportation Laboratory (TL) Number	062622
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	NA
The truck number from where the sample was collected	2122	The batch plant ticket number from where the sample was collected	NA
Concrete batch plant	Peterson Chase	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	CHUTE FROM TRUCK	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-06-26-1

DIME Test ID: 2022-06-26-1-1

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: 2022-06-29

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: Robert Achuela

Date of test: 06/29/2022

Identification number: 22-1544

Width of specimen: 6 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6 inch

Depth of specimen: 6.125 inch

Depth of specimen 2: 6.125 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: 9007 lb

Maximum load applied 2: 9501 lb

Maximum load applied 3: 8988 lb

Curing history and apparent moisture condition of the specimen: 75 F saturated condition

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: 760 psi

Modulus of rupture 2: 800 psi

Modulus of rupture 3: 750 psi

Modulus of rupture average: 770 psi

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

Test was verified on 6/29/2022 ✔