DIME - Test Summary

Summary for Test 2025-03-22-13-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 994582 DEA: 073203U4 EFIS: 0722000071
DIST-CO-RTE-PM	07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Award Date	06/20/2023
Closeout Date	Not set
Work Description	PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location Description	LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
QA Service Level	1 (Verified on 07/12/2023)

Sample Taken Date	03/22/2025	Sample Unique Key	13
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	03/23/2025
Sample type	Acceptance	A brief description of the sample	Rapid set concrete beams
The quantity of what the sample constitutes	1400 CY approximate	From where was the sample collected	Job Site
First name of sampler or witnessed by	Andrew	Last name of sampler or witnessed by	Squires
Title of sampler	G3 Field Technician	Telephone number of sampler	909-771-6960
Laboratory sample identification	25-0844	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vanguard Construction	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	HE4x12BM
The truck number from where the sample was collected	1	The batch plant ticket number from where the sample was collected	NA
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete Truck Chute	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2025-03-22-13

DIME Test ID: 2025-03-22-13-1

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: 2025-06-25

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: Calculated

Tester's full name: Phillip Maquiran

Date of test: 04/01/2025

Identification number: 25-0844

Width of specimen: 6.0625 inch

Width of specimen 2: 6.0625 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6 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: 11812 lb

Maximum load applied 2: 11189 lb

Maximum load applied 3: 11146 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: No

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 1000 psi

Modulus of rupture 2: 970 psi

Modulus of rupture 3: 950 psi

Modulus of rupture average: 970 psi

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

Test was verified on 6/25/2025 ✔