DIME - Test Summary

Summary for Test 2026-01-09-40-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 1001464 DEA: 072XU404 EFIS: 0725000290
DIST-CO-RTE-PM	07--101-36.2
Award Date	Not set
Closeout Date	Not set
Work Description	Replace damaged slabs with ISR-RSC
Location Description	Not set
QA Service Level	1 (Verified on 08/19/2025)

Sample Taken Date	01/09/2026	Sample Unique Key	40
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	01/09/2026
Sample type	Acceptance	A brief description of the sample	6x6x18 Beams
The quantity of what the sample constitutes	130 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Kristian	Last name of sampler or witnessed by	Lopez
Title of sampler	RMA QC	Telephone number of sampler
Laboratory sample identification	26-0076	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Troop	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	NA
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	NA
Concrete batch plant	TROOP	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	truck chute	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2026-01-09-40

DIME Test ID: 2026-01-09-40-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete

Test Release Date: 2026-01-20

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: Robert Achuela

Date of test: 01/12/2026

Identification number: 1

Width of specimen: 6.125 inch

Width of specimen 2: 6.0625 inch

Width of specimen 3: 6 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: 9268 lb

Maximum load applied 2: 10742 lb

Maximum load applied 3: 9625 lb

Curing history and apparent moisture condition of the specimen: damp

If specimen was capped, ground or if leather shims were used: NO

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

Age of specimen: 3 days

Age of specimen in hours: 0 hours

Modulus of rupture: 780 psi

Modulus of rupture 2: 890 psi

Modulus of rupture 3: 820 psi

Modulus of rupture average: 830 psi

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

Test was verified on 1/20/2026 ✔