DIME - Test Summary

Summary for Test 2016-02-03-10-1

Test performed: ASTM A416-15

Sample Taken Date	02/03/2016	Sample Unique Key	10
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	02/05/2016
Sample type	Quality Assurance	A brief description of the sample	Prestressing Strand
The quantity of what the sample constitutes	41	From where was the sample collected	Source
First name of sampler or witnessed by	Don	Last name of sampler or witnessed by	Hiranaga
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	Unknown	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Sumiden	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Not set
Structure name	Not set	Bid Item	Not set

DIME Sample ID: 2016-02-03-10

DIME Test ID: 2016-02-03-10-1

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete

Test Release Date: 2016-02-16

Number of Samples: 16

Input Type: Calculated

Tester's full name: ARNOLD

Date of test: 02/16/2016

UTM: 120KIP

Temperature: 70 F

Extensometers: E88766

Num	Heat Number	Coil	Area (sqin)	Peak Load (lbf)	Load at EUL (lbf)	Chord Modulus (Msi)	Elongation (in)	Tested By
1	S0283651	S128831-6	0.15	42856	40114	28.8	1.65	ARNOLD
2	S0283651	S128833-5	0.15	42925		29	1.71	ARNOLD
3	S0283650	S128834-3	0.15	42896		29	1.64	ARNOLD
4	S0283650	S128836-4	0.15	43537		29	1.71	ARNOLD
5	S0283992	S128835-1	0.15	43635		28.5	1.93	ARNOLD
6	S0283992	S128835-3	0.15	43310		28.8	1.63	ARNOLD
7	S0283990	S128853-2	0.15	43697		28.5	1.71	ARNOLD
8	S0598515-3	S128864-1	0.15	43867		28.9	1.63	ARNOLD
9	S0586215-3	S128866-2	0.15	43691		29	1.72	ARNOLD
10	S0586215-3	S128866-4	0.152	43356		28.5	1.56	ARNOLD
11	S0585415-2	S128867-1	0.151	43434		28.9	1.71	ARNOLD
12	S0599415	S128871-5	0.151	43428		29.4	1.64	ARNOLD
13	S0599415	S128872-6	0.151	43618		28.5	1.62	ARNOLD
14	S0598715-3	S128873-2	0.152	43849		28.5	1.55	ARNOLD
15	S0598715-3	S128874-3	0.151	43759		27.3	1.71	ARNOLD
16	S0598615-3	S128876-6	0.151	43449		28.3	1.64	ARNOLD

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

Test was verified on 2/16/2016 ✔