DIME - Test Summary

Summary for Test 2021-03-09-12-2

Test performed: ASTM C39-18

Project Identifiers	Project ID: 212571 DEA: 051F79A4 EFIS: 0514000061
DIST-CO-RTE-PM	05-SB-101-55.9/R56.2
Award Date	09/13/2022
Closeout Date	Not set
Work Description	Nojoqui Creek Bridge (51-0018 L/R) widening and rail replacement.
Location Description	IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
QA Service Level	1 (Verified on 02/20/2020)

Sample Taken Date	03/09/2021	Sample Unique Key	12
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	03/10/2021
Sample type	Quality Control	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	11 CY	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Stephen	Last name of sampler or witnessed by	Haynes
Title of sampler	QC Inspector Technician	Telephone number of sampler	9253317125
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	KIE-CON, INC	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	K3050-300CPx
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	109717
Concrete batch plant		The fabricator/manufacturer designation for the sample	20-096 3/9/21
A detailed description of where the material sample was collected	Concrete sample from wheelbarrow	Where the material sample would have been placed if not sampled	Rectangular Girder
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-03-09-12

DIME Test ID: 2021-03-09-12-2

Testing Lab: Kie-Con, Incorporated - Antioch

Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2021-04-08

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Stephen Haynes

Date of test: 04/06/2021

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Capped in accordance with?: ASTM C617/CTM521

Maximum load on cylinder 1: 237900 lb

Maximum load on cylinder 2: 245430 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 1

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Age of specimen in hours: 676 hours

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength (to nearest 10 psi): 8550 psi

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

Test was verified on 4/8/2021 ✔