DIME - Test Summary

Summary for Test 2021-09-29-9-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 215212 DEA: 081F1434 EFIS: 0815000233
DIST-CO-RTE-PM	08-RIV-15-38.2/51.5
Award Date	12/04/2020
Closeout Date	03/01/2023
Work Description	INDIVIDUAL SLAB REPLACEMENT, REPLACE BASE & GRIND CONCRETE PAVEMENT.
Location Description	RIVERSIDE COUNTY IN CORONA AND EASTVALE FROM 0.5 MILE SOUTH OF ONTARIO AVENUE UNDERCROSSING TO ROUTE 60/15 SEPARATION
QA Service Level	1 (Verified on 03/30/2021)

Sample Taken Date	09/29/2021	Sample Unique Key	9
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	09/30/2021
Sample type	Quality Assurance	A brief description of the sample	PCC Rapid set beams
The quantity of what the sample constitutes	3 beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	QC	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	70RA,70RB,70RC	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Myers and Sons Construction	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	800-3RSC
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	TTI
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	On Job Site at Concrete Truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-09-29-9

DIME Test ID: 2021-09-29-9-1

Testing Lab: CT D08 - Fontana Field Testing Laboratory

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

Test Release Date: 2021-10-06

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: K. Talati, C. Ozuruigbo

Date of test: 10/02/2021

Identification number: 70RA

Width of specimen: 6.0625 inch

Depth of specimen: 6.125 inch

Span length of specimen: 18 inch

Maximum load applied: 9140 lb

Curing history and apparent moisture condition of the specimen: moist, curing room

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

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

Test was verified on 10/6/2021 ✔