DIME - Test Summary

Summary for Test 2024-08-29-23-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 1000063 DEA: 061F8804 EFIS: 0623000106
DIST-CO-RTE-PM	06-KIN-41-R39.9/R48.3
Award Date	04/03/2024
Closeout Date	Not set
Work Description	COLD PLANE, HMA PAVING, AND INDIVIDUAL CONCRETE SLAB REPLACEMENT.
Location Description	KINGS COUNTY AT AND NEAR LEMOORE FROM ROUTE 41/198 SEPARATION TO FRESNO COUNTY LINE
QA Service Level	1 (Verified on 01/29/2024)

Sample Taken Date	08/29/2024	Sample Unique Key	23
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	08/29/2024
Sample type	Acceptance	A brief description of the sample	3 RSC beams
The quantity of what the sample constitutes	0-130 Cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jose	Last name of sampler or witnessed by	Lopez
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	AGEE / Vanguard	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	HE4X4BM
The truck number from where the sample was collected	1982	The batch plant ticket number from where the sample was collected	1
Concrete batch plant	Vanguard Construction onsite plant	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	LD # 11, SB panel # 24	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2024-08-29-23

DIME Test ID: 2024-08-29-23-1

Testing Lab: CT D06 - Millbrook Field Laboratory

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

Test Release Date: 2024-09-03

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: Tomas Silva

Date of test: 09/01/2024

Identification number: Set 1

Width of specimen: 6 inch

Width of specimen 2: 6 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: 9600 lb

Maximum load applied 2: 8600 lb

Maximum load applied 3: 9000 lb

Curing history and apparent moisture condition of the specimen: moist

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

Defects in specimen, including numbers of beams discarded during test: N/A

Age of specimen: 3 days

Age of specimen in hours: no data

Modulus of rupture: 820 psi

Modulus of rupture 2: 720 psi

Modulus of rupture 3: 770 psi

Modulus of rupture average: 770 psi

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

Test was verified on 9/3/2024 ✔