DIME - Test Summary

Summary for Test 2020-06-25-23-3

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 214221 DEA: 081F1424 EFIS: 0815000232
DIST-CO-RTE-PM	08-RIV-15-23.9/33.4
Award Date	09/05/2019
Closeout Date	03/01/2022
Work Description	REPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL
Location Description	RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING
QA Service Level	1 (Verified on 12/04/2019)

Sample Taken Date	06/25/2020	Sample Unique Key	23
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	06/26/2020
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	23RA, 23RB, 23RC	Linked DIME Sample ID
The fabricator/manufacturer/facility name	MSC Plant 1	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	800-5RSC
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	TT
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	concrete sample from wheel barrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2020-06-25-23

DIME Test ID: 2020-06-25-23-3

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: 2020-07-06

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 / M. Warde

Date of test: 06/28/2020

Identification number: 23RC

Width of specimen: 5.9375 inch

Depth of specimen: 6 inch

Span length of specimen: 18 inch

Maximum load applied: 9650 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: 3 days

Age of specimen in hours: no data

Modulus of rupture: 850 psi

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

Test was verified on 7/6/2020 ✔