DIME - Test Summary

Summary for Test 2019-01-18-17-3

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 212910 DEA: 080K2914 EFIS: 0812000098
DIST-CO-RTE-PM	08-SBD-10-30.9/33.3
Award Date	03/06/2018
Closeout Date	09/04/2019
Work Description	LANE REPLACEMENT
Location Description	SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
QA Service Level	1 (Verified on 05/02/2018)

Sample Taken Date	01/18/2019	Sample Unique Key	17
Date that the sample was received by the laboratory/organization performing the testing	01/19/2019	Sample type	Department Acceptance
A brief description of the sample	Concrete beams	The quantity of what the sample constitutes	3
From where was the sample collected	Job Site	First name of sampler or witnessed by	Denis
Last name of sampler or witnessed by	Sostrom	Title of sampler
Telephone number of sampler		Laboratory sample identification	19RA, 19RB, 19RC
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Cemex Redlands
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier	Unknown	Structure name	Unknown
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	1555211
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	TT1
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
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	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-01-18-17

DIME Test ID: 2019-01-18-17-3

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: 2019-02-13

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: A Alzubi

Date of test: 01/29/2019

Identification number: 19RC

Width of specimen: 6.125 inch

Depth of specimen: 6.125 inch

Span length of specimen: 18 inch

Maximum load applied: 11100 lb

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

If specimen was capped, ground or if leather shims were used: n/a

Defects in specimen, including numbers of beams discarded during test: none

Age of specimen: 11 days

Age of specimen in hours: no data

Modulus of rupture: 900 psi

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

Test was verified on 2/13/2019 ✔