DIME - Test Summary

Summary for Test 2017-10-24-27-2

Test performed: ASTM C39-10

Project Identifiers	Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583
DIST-CO-RTE-PM	04-SCL,SM-101-52.0/52.6,0.0/0.6
Award Date	04/28/2015
Closeout Date	01/08/2020
Work Description	BRIDGE REPLACEMENT
Location Description	SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
QA Service Level	1 (Verified on 12/11/2013)

Sample Taken Date	10/24/2017	Sample Unique Key	27
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	10/25/2017
Sample type	Quality Control	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	4 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Brent	Last name of sampler or witnessed by	VanY
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	Unknown	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Central Concrete	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	D101C5E1
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	18510654
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	W. Bayshore Rd Set 2	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2017-10-24-27

DIME Test ID: 2017-10-24-27-2

Testing Lab: Twining, Incorporated - Sacramento

Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2018-03-02

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Chris Thomas

Date of test: 11/21/2017

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 175890 lb

Maximum load on cylinder 2: 173070 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 3

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

Cross sectional area of cylinder 1: 28.37 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength (to nearest 10 psi): 6150 psi

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

Test was verified on 2/23/2018 ✔