DIME - Test Summary

Summary for Test 2025-04-18-55-4

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 994588 DEA: 081H3904 EFIS: 0817000032
DIST-CO-RTE-PM	08-SBD-15-R20.5/R21.6,R25.5/R30.7
Award Date	07/13/2023
Closeout Date	Not set
Work Description	CONSTRUCT BUILDING, ROADWAY EXC, JPCP, AND TEMPORARY BARRIER SYSTEM.
Location Description	SAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF CLEGHORN ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF ROUTE 138 AND FROM 0.5 MILE SOUTH OF TRUCK SAFETY CHECK AREA TO 0.4 MILE NORTH OF OAK HILL ROAD OVERCROSSING
QA Service Level	1 (Verified on 08/02/2023)

Sample Taken Date	04/18/2025	Sample Unique Key	55
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	04/18/2025
Sample type	Acceptance	A brief description of the sample	#1-2 Fabricated @ 01:00am
The quantity of what the sample constitutes	1 Set of 3 - 6X6X21 Rapid Set Concrete Beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	Zacarias	Last name of sampler or witnessed by	Flores
Title of sampler		Telephone number of sampler
Laboratory sample identification	1-2	Linked DIME Sample ID	2025-04-18-54
The fabricator/manufacturer/facility name	Sequoia Consultants	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	CTS-65-EHI
The truck number from where the sample was collected	19	The batch plant ticket number from where the sample was collected	9
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Back of Concrete Truck	Where the material sample would have been placed if not sampled	SB Lane 4 Sta 752+90 - 752+45
From Lot No.		Bag Lot No.

DIME Sample ID: 2025-04-18-55

DIME Test ID: 2025-04-18-55-4

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: 2025-05-20

Number of specimens: 3

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: Measured

Tester's full name: R. Jarquin, D. Nault

Date of test: 04/28/2025

Identification number: #1-2

Width of specimen: 6.0625 inch

Width of specimen 2: 6.125 inch

Width of specimen 3: 6.125 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.0625 inch

Depth of specimen 3: 6.0625 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 7370 lb

Maximum load applied 2: 8480 lb

Maximum load applied 3: 7751 lb

Curing history and apparent moisture condition of the specimen: Sand Pit then Water Bath, moist

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

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: 630 psi

Modulus of rupture 2: 710 psi

Modulus of rupture 3: 650 psi

Modulus of rupture average: 660 psi

General comments (publicly viewable) (Max 1000 characters): Set #1-2

Test was verified on 5/20/2025 ✔