DIME - Test Summary

Summary for Test 2021-03-09-22-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 214340 DEA: 081G2914 EFIS: 0818000114
DIST-CO-RTE-PM	08-SBD-10-27.9
Award Date	05/22/2020
Closeout Date	11/01/2021
Work Description	WIDEN EB OFF RAMP
Location Description	SAN BERNARDINO COUNTY IN REDLANDS AT CALIFORNIA STREET EASTBOUND EXIT RAMP
QA Service Level	1 (Verified on 07/16/2020)

Sample Taken Date	03/09/2021	Sample Unique Key	22
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	03/10/2021
Sample type	Department Acceptance	A brief description of the sample	RSC Flexural Beams
The quantity of what the sample constitutes	3 beams	From where was the sample collected	Manufacturer
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	3RA, 3RB, 3RC	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertsons Redlands	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	SM446B39
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	TT-1
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete sample from wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-03-09-22

DIME Test ID: 2021-03-09-22-1

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: 2021-03-24

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: J. Diaz

Date of test: 03/19/2021

Identification number: 3RA

Width of specimen: 5.875 inch

Depth of specimen: 6.125 inch

Span length of specimen: 18 inch

Maximum load applied: 9910 lb

Curing history and apparent moisture condition of the specimen: Sand Pit

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: 850 psi

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

Test was verified on 3/24/2021 ✔