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Summary for Test 2022-11-17-95-3

Test performed: ASTM C78-18

Project Information

Project Identifiers	Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029
DIST-CO-RTE-PM	03-SAC-50-L0.2/R6.1
Award Date	06/30/2020
Closeout Date	Not set
Work Description	Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description	FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
QA Service Level	1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date	11/17/2022	Sample Unique Key	95
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	11/18/2022
Sample type	Quality Assurance	A brief description of the sample	CRCP Flexural Beam
The quantity of what the sample constitutes	8.5 yards	From where was the sample collected	Supplier
First name of sampler or witnessed by	Jacob	Last name of sampler or witnessed by	Gregory
Title of sampler	Materials Tester	Telephone number of sampler	19163758706
Laboratory sample identification	656	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Elite - Granite Bradshaw	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	CRCP US50

Material Information

Material Type	Concrete	The concrete mix design number	CT600
The truck number from where the sample was collected	147	The batch plant ticket number from where the sample was collected	788
Concrete batch plant	Elite Ready Mix Bradshaw	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Sampled from chute of ready mix truck	Where the material sample would have been placed if not sampled	CRCP
From Lot No.		Bag Lot No.

Test Details

DIME Sample ID: 2022-11-17-95

DIME Test ID: 2022-11-17-95-3

Testing Lab: Blackburn Consulting

Test Method: ASTM C78-18: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

Test Release Date: 2023-02-08

Test Results

Number of specimens: 3

Unit system used?: US Units

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

Is a beam dimensional correction factor used?: No

Input Type: Calculated

Tester's full name: Ernesto Sanchez

Date of test: 12/15/2022

Identification number: 7

Width of specimen: 5.80 inch

Width of specimen 2: 5.80 inch

Width of specimen 3: 5.80 inch

Depth of specimen: 5.90 inch

Depth of specimen 2: 5.90 inch

Depth of specimen 3: 5.90 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 8170 lb

Maximum load applied 2: 7990 lb

Maximum load applied 3: 8200 lb

Curing history and apparent moisture condition of the specimen: 28 days, wet

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

Defects in specimen: no

Age of specimen: 28 days

Age of specimen in hours: no data

Modulus of rupture: 730 psi

Modulus of rupture 2: 710 psi

Modulus of rupture 3: 730 psi

Modulus of rupture average: 725 psi

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

Test File Attachments

File Name	Extension	File Size	Date Uploaded	Test ID	Actions
3758.x 0H08U4 28 Day Beam Flextural Strength Report cast on 11-17-22	pdf	108.06 KB	02/08/2023	2022-11-17-95-3	Info

Test was verified on 2/8/2023 ✔