DIME - Test Summary

Summary for Test 2022-05-01-11-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
DIST-CO-RTE-PM	07-LA-210-R0.0/R9.7
Award Date	Not set
Closeout Date	Not set
Work Description	PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 06/05/2020)

Sample Taken Date	05/01/2022	Sample Unique Key	11
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	05/01/2022
Sample type	Acceptance	A brief description of the sample	Rapid set concrete beams
The quantity of what the sample constitutes	594+ yd3	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Rosauro	Last name of sampler or witnessed by	Nogoy
Title of sampler	TEC	Telephone number of sampler	2137939321
Laboratory sample identification	22-1005	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Flatiron Batch Plant - EB210 Paxton Offramp	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	3215-JPCPRSC-12
The truck number from where the sample was collected	0	The batch plant ticket number from where the sample was collected	66
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Loader from Flatiron Batch Plant	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-05-01-11

DIME Test ID: 2022-05-01-11-1

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: 2022-05-12

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: Rosauro Nogoy

Date of test: 05/11/2022

Identification number: 22-1005

Width of specimen: 6 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.0625 inch

Depth of specimen 3: 6.0625 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 9108 lb

Maximum load applied 2: 9219 lb

Maximum load applied 3: 8876 lb

Curing history and apparent moisture condition of the specimen: 0

If specimen was capped, ground or if leather shims were used: 0

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: 780 psi

Modulus of rupture 2: 790 psi

Modulus of rupture 3: 760 psi

Modulus of rupture average: 780 psi

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

Test was verified on 5/12/2022 ✔