DIME - Test Summary

Summary for Test 2016-03-15-6-2

Test performed: ASTM A416-15

Sample Taken Date	03/15/2016	Sample Unique Key	6
Date that the sample was received by the laboratory/organization performing the testing	03/22/2016	Sample type	Quality Assurance
A brief description of the sample	.5 Prestressing Strand	The quantity of what the sample constitutes	474
From where was the sample collected	Fabricator	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 Wire
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

Material Type	SMTL TM4 - Prestressing Strand	Comments	Unknown
Reel/Coil/Pack Number(s)	S128907-5, S128910-2, S128910-4, S128913-2, S128917-7, S128922-3, S128922-6, S128923-3, S128924-3, S128927-2, S128927-5, S128928-5, S128928-6, S128929-6, S128932-1, S128934-2, S128935-2, S128936-2, S128936-6, S128939-2, S128940-2, S128941-1, S128941-4, S128943-1, S128943-3	Number of Coils	25
Group Number	10842	Strand Diameter
Grade	270	Strand Specification	ASTM A 416
Heat Number(s)	S0533615-2, S0533815-2, S0599315-2, S0533715-2, S0534015-3, S0524215, S0524315, S0533215, S0533215-2, S0524915-3, S0524815-3, S0524715-3, S0524615, S0524515-5, S0516916	Mfg. Lot Number(s)	NA
Manufacturer(s)	Sumiden Wire

DIME Sample ID: 2016-03-15-6

DIME Test ID: 2016-03-15-6-2

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: 2016-03-29

Number of Samples: 25

Input Type: Calculated

Tester's full name: Brian

Date of test: 03/23/2016

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	SO533615-2	S128907-5	0.152	43091	40254	28.6	1.81	Brian
2	SO533815-2	S128910-2	0.152	42863		28	1.68	Brian
3	SO533815-2	S128910-4	0.152	42943		28.8	1.65	Brian
4	SO599315-2	S128913-2	0.152	43393		28.4	1.61	Brian
5	SO533715-2	S128917-7	0.152	43091		28.5	1.78	Brian
6	SO534015-3	S128922-3	0.152	42711		28	1.67	Brian
7	SO534015-3	S128922-6	0.152	42997		28.8	1.63	Brian
8	SO524215	S128923-3	0.152	42912		26.5	1.63	Brian
9	SO524215	S128924-3	0.152	42696		28.6	1.76	Brian
10	SO524315	S128927-2	0.152	42588		28.1	1.66	Brian
11	SO524315	S128927-5	0.152	42877		27.1	1.75	Brian
12	SO533215	S128928-5	0.152	42538		28.3	1.72	Brian
13	SO533215	S128928-6	0.152	42206		28.3	1.73	Brian
14	SO533215-2	S128929-6	0.152	42238		28.1	1.67	Brian
15	SO524915-3	S128932-1	0.152	42698		28.4	1.67	Brian
16	SO5244815-3	S128934-2	0.152	42783		28.4	1.81	Brian
17	SO5244815-3	S128935-2	0.152	42537		27.2	1.59	Brian
18	SO524715-3	S128936-2	0.152	42867		28.5	1.84	Brian
19	SO524715-3	S128936-6	0.152	43012		28.1	1.78	Brian
20	SO524615	S128939-2	0.152	42841		28.6	1.74	Brian
21	S0524615	S128940-2	0.152	42626		28.1	1.73	Brian
22	S0524515-3	S128941-1	0.152	42941		28.3	1.76	Brian
23	S0524515-3	S128941-4	0.152	42979		28	1.69	Brian
24	S0516916	S128943-1	0.152	42558		28.2	1.75	Brian
25	S0516916	S128943-3	0.152	42775		28.3	1.67	Brian

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

Test was verified on 3/29/2016 ✔