DIME - Test Summary

Summary for Test 2023-07-22-9-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 994803 DEA: 043J0704 EFIS: 0415000077
DIST-CO-RTE-PM	04-CC-80-10.1/13.5
Award Date	03/10/2023
Closeout Date	10/06/2025
Work Description	Remove PCC and AC, place PCP and AC Resurfacing.
Location Description	Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct.
QA Service Level	1 (Verified on 05/10/2023)

Sample Taken Date	07/22/2023	Sample Unique Key	9
Date that the sample was received by the laboratory/organization performing the testing	07/22/2023	Sample type	Quality Assurance
A brief description of the sample	HE4x12BM	The quantity of what the sample constitutes	Beam 20A
From where was the sample collected	Job Site	First name of sampler or witnessed by	Ignacio
Last name of sampler or witnessed by	Arechiga	Title of sampler
Telephone number of sampler	5102077252	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Vangaurd
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name	East Bound HWY 80
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	HE4x12BM
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	None
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Dischard fron concrete truck into wheelbarrow.	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-07-22-9

DIME Test ID: 2023-07-22-9-1

Testing Lab: CT D04 - Concord Field Laboratory

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

Test Release Date: 2023-08-28

Number of specimens: 1

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: Yes

Is a beam dimensional correction factor used?: Yes

Input Type: Measured

Tester's full name: IGNACIO ARECHIGA

Date of test: 07/23/2023

Identification number: Con_23_169

Width of specimen: 6 inch

Depth of specimen: 6 inch

Span length of specimen: 20 inch

Maximum load applied: 380 lb

Correction Factor: 0

Cap thickness: 0 inch

Curing history and apparent moisture condition of the specimen: Bath/moist

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

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

Age of specimen: 1 days

Age of specimen in hours: 14 hours

Modulus of rupture: 0 psi

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

Test was verified on 8/28/2023 ✔