DIME - Test Summary

Summary for Test 2022-05-21-13-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
DIST-CO-RTE-PM	08-SBD-10-0.0/13.2
Award Date	06/06/2018
Closeout Date	Not set
Work Description	Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description	LA/SBD County Line to PM 13.2 near I-15
QA Service Level	1 (Verified on 10/16/2019)

Sample Taken Date	05/21/2022	Sample Unique Key	13
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	05/22/2022
Sample type	Quality Assurance	A brief description of the sample	cast concrete beams
The quantity of what the sample constitutes	2	From where was the sample collected	Job Site
First name of sampler or witnessed by	julian	Last name of sampler or witnessed by	Carmora
Title of sampler	C3	Telephone number of sampler
Laboratory sample identification	set 9J A B	Linked DIME Sample ID
The fabricator/manufacturer/facility name	LANEsecurity 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-238
The truck number from where the sample was collected	NA	The batch plant ticket number from where the sample was collected	aT 1706PM LOAD 03
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	AT THE JOBSITE	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-05-21-13

DIME Test ID: 2022-05-21-13-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete

Test Release Date: 2022-06-03

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: Calculated

Tester's full name: Kennedy EuBany

Date of test: 05/31/2022

Identification number: set 9J (A)

Width of specimen: 6.0125 inch

Depth of specimen: 5.9342 inch

Span length of specimen: 18 inch

Maximum load applied: 6435 lb

Curing history and apparent moisture condition of the specimen: CURING ROOM

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: 10 days

Age of specimen in hours: no data

Modulus of rupture: 550 psi

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

Test was verified on 6/3/2022 ✔