DIME - Test Summary

Summary for Test 2025-12-08-59-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 1000501 DEA: 081J6104 EFIS: 0818000102
DIST-CO-RTE-PM	08-RIV-215-40.5/42.7
Award Date	11/05/2024
Closeout Date	Not set
Work Description	INDIVIDUAL SLAB REPLACEMENT (RSC), RHMA, AND REPLACE BASE.
Location Description	RIVERSIDE COUNTY IN RIVERSIDE FROM 0.8 MILE SOUTH OF ROUTE 60/91 SEPARATION TO 0.4 MILE SOUTH OF MARTIN LUTHER KING BOULEVARD UNDERCROSSING
QA Service Level	1 (Verified on 09/02/2024)

Sample Taken Date	12/08/2025	Sample Unique Key	59
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	12/09/2025
Sample type	Quality Assurance	A brief description of the sample	Set 1 Fabricated @ 21:03; Set 2 Fabricated @ 23:52
The quantity of what the sample constitutes	2 Sets of 3 - 6X6X21 Rapid Set Concrete Beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	TQF	Last name of sampler or witnessed by	Inspector
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vanguard	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	HE4X4BM
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	1
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
From Lot No.		Bag Lot No.

DIME Sample ID: 2025-12-08-59

DIME Test ID: 2025-12-08-59-1

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: 2026-02-11

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: 12/12/2025

Identification number: #48-1

Width of specimen: 6.125 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.125 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: 11177 lb

Maximum load applied 2: 12068 lb

Maximum load applied 3: 10555 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: 4 days

Age of specimen in hours: no data

Modulus of rupture: 940 psi

Modulus of rupture 2: 1010 psi

Modulus of rupture 3: 900 psi

Modulus of rupture average: 950 psi

General comments (publicly viewable) (Max 1000 characters): Set #48-1

Test was verified on 2/11/2026 ✔