DIME - Test Summary

Summary for Test 2021-03-06-5-3

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	03/06/2021	Sample Unique Key	5
Date that the sample was received by the laboratory/organization performing the testing	03/07/2021	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	1RA,1RB,1RC
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
Bid Item	Not set

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: 2021-03-06-5

DIME Test ID: 2021-03-06-5-3

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: 03/16/2021

Identification number: 1RC

Width of specimen: 6.0625 inch

Depth of specimen: 6.0625 inch

Span length of specimen: 18 inch

Maximum load applied: 9620 lb

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

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

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: 820 psi

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

Test was verified on 3/24/2021 ✔