DIME - Test Summary

Summary for Test 2021-04-16-8-5

Test performed: ASTM C39-18

Project Identifiers	Project ID: 213653 DEA: 044G8204 EFIS: 0413000049
DIST-CO-RTE-PM	04-MRN-101-10.6/10.8
Award Date	05/05/2020
Closeout Date	08/14/2023
Work Description	REPLACE SAN RAFAEL HARBOR BRIDGE (ABC)
Location Description	MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET
QA Service Level	1 (Verified on 05/31/2019)

Sample Taken Date	04/16/2021	Sample Unique Key	8
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	04/17/2021
Sample type	Quality Control	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	19 CY	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Tim	Last name of sampler or witnessed by	Jellinghausen
Title of sampler	QC Inspector Technician	Telephone number of sampler	9253317131
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	K4500x
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	110009
Concrete batch plant		The fabricator/manufacturer designation for the sample	20-030C 4/16/21
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	Abutment
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-04-16-8

DIME Test ID: 2021-04-16-8-5

Testing Lab: Kie-Con, Incorporated - Antioch

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

Test Release Date: 2021-09-15

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: 05/14/2021

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap

Maximum load on cylinder 1: 244130 lb

Maximum load on cylinder 2: 239670 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 2

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: 0 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): 8560 psi

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

Test was verified on 9/15/2021 ✔