Report (643) Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
CarlsCarls Tigard, Oregon 97281 Salem, OR 97301
on Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
December 23, 1999
99- 2555CTI
Permit No: BUP99 -00048
DATES COVERED: November 22, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th, Tigard, OR
INSPECTOR: S. Stoner, COP #611, WABO #ST0707291
11- 22 -99: CTI representative was onsite and the following was noted: Summary of non compliance list resolution
process to be read in conjunction with correspondence from the engineer of record Nicholi Engineering and
Construction Services, Inc.
CTI representatives, S. Stoner and A. Ewing had discussed over the phone and in person, the procedure to
resolve non compliance items on report dated 09 -17 -99 by CTI representative G. Seamster, and accompanying
non compliance list dated 09- 20 -99. It was agreed that the following method would be used.
1. Scan CMU walls with magnetic rebar locator at random locations to determine if the walls are reinforced at
the required spacing.
2. Tap on the walls, and if necessary use drill to judge adequacy.
• 3. Review all evidence supplied by the contractor to verify as much as possible that the office roof line welded
embeds were as specified.
On 11 -03 -99 CTI representatives began the process described above and the following was noted:
1. Welded embeds had not been inspected. Owner /contractor supplied mill certificates to the structural
engineer stating that A -706 rebar had been used. There is no way to verify this.
2. Magnetic rebar locator scans at various locations indicated that walls were reinforced at specified spacing
with added bars at required locations i.e. jambs and headers of openings and at mezzanine floor line.
3. Walls were grouted both partially (at reinforced cells) and solidly:
A. Wall section at A/1 -2 grouted solid above the 4' bond beam. Partial below.
B. Wall section at A -B /2 grouted solid above mezzanine floor bond beam. Partial below.
C. Wall section at A/2 -3 grouted solid full height.
D. Wall section at A -B /3 grouted partially to top of openings.
E. Wall section at B/2 -3 grouted partially to top of openings, solid above top of openings.
F. Wail section at A -B/1 grouted partially to first 4' bond beam, solidly grouted above the full height.
G. Wall section at B/1 -2 partially grouted to 8' bond beam, solidly grouted full height above.
Owner /contractor had chipped out CMU at two office roof line embeds for visual inspection of welds. See report
dated 11 -12 -99 by CTI representative CM Yuckert.
Structural engineer had reviewed CTI's findings and issued a letter dated 11- 12 -99. Engineer has accepted as
built condition and items 1 -7 on the CTI non compliance list have been resolved.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be
reproduced, except in full, without prior authorization from this office.
•
December 23, 1999
99- 2555.CTI
Page 2 of 2
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
C RL T TI C.
�► o • Ias W. Leach
-sident
SGS /Ijm
Attachments
cc: John Duncan
City of Tigard Building Department
Nicoli Engineering & Construction Services, Inc.
CARLSON TESTING, INC.
INCOMPLETED ITEMS LIST (NCL)
December 23, 1999
#99 -2555
Project Name: Duncan Building
Project Address: 16135 SW 74 Tigard, OR
Permit No: BUP99 -00048
ITEM INSP. DATE DATE
# ITEM DESCRIPTION COMPLIANCE CTI SIGN -OFF CORRECTED
1 ML 08 -02 -99 Glu Lam embeds and bracket Reviewed mill certificates. G. Seamster 09 -16 -99
over openings 2.4- 3 /A -B, A -B/3,
and 2.7 -3 /A line. Rebar welded
per detail 1/S5.2 was not A706
on embeds this inspector looked
at. Superintendent stated he
had all the paperwork on the
welding but could not find it
while this inspector was onsite.
2 08 -06 -99 Wall this date from 0' to top Accepted as built per engineer. S. Stoner 11 -22 -99
were not consolidated.
3 08 -13 -99 Walls this date not inspected Accepted as built per engineer. S. Stoner 11 -22 -99
, prior to grout.
4 A 08 -25 -99 No paperwork onsite for rebar Accepted as built per engineer. S. Stoner 11 -22 -99
n , inspection of wall from 4' to 18'.
5 ' v 08 -25 -99 Contractor could not get vibrator Accepted as built per engineer. S. Stoner 11 -22 -99
into grout lift.
6 CMY 11 -09 -99 Roof level CMU embeds have Accepted as built per engineer. S. Stoner 11 -22 -99
3/16" fillet welds (1/4" all
around). See today's report.
7 CMY 11 -09 -99 Saw no welder certificates, Accepted as built per engineer. S. Stoner 11 -22 -99
WPS, or mill certificates.
cc: John Duncan
Nicoli Engineering & Construction Services, Inc.
City of Tigard Building Department
i
II 11 11111 11 11 11 II�II1IIIII 1 j1111
III II 1 11 1 1 11111 11 I 1 111111
I _ 1 1 1 1 1 1 1 1 1 1 1 1 11 1
1 1 1 1 1 1 1 1 1 1 1 1 1
1
�II Il
h
iSa
and Construction Services, Inc.
Street Address: 9025 Southwest Center Street
Mailing Address: P.O. Box 23784 • Tigard, Oregon 97281
(503) 620 -2086 • FAX (503) 684 -3636
November 12, 1999
City of Tigard Carlson Testing John Duncan
Arr a. ATTN: S m Stoner 7 0 CAA! D : a m W
na a1N. ilci�I vva:r.iaao Aa : Qa . S •:�e r s1 •� it ...
13125 SW Hall Blvd PO Box 23814 Beaverton, OR 97007
Tigard, OR 97223 Tigard, OR 97281
RE: Duncan Building- Noncompliance report (dated September 17, 1999)
16135 SW 74` Tigard, OR
BUP No. 99 -0048
CTI No. 99 -2555
Job Number 98 -0214
Gentlemen:
The following items were nonconformance issues developed by Carlson Testing, Inc. and noted
on the enclosed incomplete items list, dated September 20, 1999. Nicoli Engineering is
providing this report to describe the resolution of the noncompliance items.
ITEM NUMBER 1 (Resolved)
Summary: No inspection performed for the embeds at roofline of office (Ref.
Detail 1/5.2). Embeds installed.
Action: Mr. Duncan, the building owner and contractor has provided
a letter with Mill Certification (enclosed) verifying the rebar
tirade of the No 5 bar used for these embeds.
The contractor exposed several areas where the welds
between the rebar and embed plate could be inspected.
Carlson Testing visually inspected these welds and found
them to be 3/16" fillet vs. the 1 /4" fillet welds required by the
approved documents. Upon further review of our
calculations, a 3/16" fillet weld will develop the required
strength of the No. 5 bar. Therefore the existing condition is
. adequate for the design requirements. •
ITEM NUMBER 2 (Resolved)
Summary: Walls not consolidated
Action: Carlson Testing, Inc. performed a harmonic impact test on
the structures walls and found that is appears the grout was
consolidated in the masonry walls. Nicoll Engineering is
satisfied with the test performed and the results.
ITEM NUMBER 3 (Resolved)
Summary: Walls not inspected prior to grout.
Action: Carlson Testing, Inc. located the rebar with a metal detecting
device. Nicoli Engineering accepts the results and is
satisfied that the rebar was placed according to approved
documents.
ITEM NUMBER 4 (Resolved)
Summary: No reports for rebar inspection.
Action: Same as item 3.
ITEM NUMBERS (Reso!v ^d)
Summary: Contractor could not get vibrator into first grout lift.
Action: See item 2.
At this time the nonconformance items 1 -5 have been resolved to the satisfaction of Nicoli
Engineering.
Sincerely,
w `r, ,v0= .
0._„„
ii : James R. Nicoli, P.E. i j"
JRN /cjb 4
Enclosure �" ', 1! . , ' �
yam
fl?rny-DTT-i77:3-1727- 5]
• Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
r-.1 Tigard, Oregon 97281 Salem, OR 97301
..arlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
September 17, 1999
99- 2555.CTI
Permit No. BUP99 -00048
FIELD INSPECTION REPORT
DATES COVERED: September 16, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: G. Seamster
09- 16 -99: CTI representative was onsite for periodic inspection of structural steel and welding. The following
was noted.
1. Performed visual inspection of (8) tube steel columns. Welds inspected include base plate to tube steel
column connection and tube steel to column buckets. All welding appears to conform to details and AWS
D1.1.
2. Performed visual inspection of ledger clips at roof level of the north and south walls in warehouse area. All
welding appears to conform to details and AWS D1.1.
3. Reviewed mill certificates for rebar used for embeds, item #1 on CTI non compliance list. Contractor is in
compliance and item is signed off.
4. Need engineer approval for placement of roof line buckets with rebar embeds into CMU wall of office area.
Rebar to bucket welds have not been signed off. Also need weld detail for buckets fabricated at Emmert
Machining.
All non compliance items were brought to the attention of: John Duncan, owner.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced,
except in full, without prior authorization from this office.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
1:7 RLSON TESTING, I• C.
gg � i
Douglas W. L T
President
GS /Ijm
Attachment
cc: John Duncan
City of Tigard Building Dept
Nicoli Engineering & Construction Services, Inc.
99- 2555.FR
CARLSON TESTING, INC.
INCOMPLETED ITEMS LIST (NCL)
September 20, 1999
#99 -2555
Project Name: Duncan Building
Project Address: 16135 SW 74 Tigard, OR
Permit No: BUP99 -00048 •
ITEM INSP. DATE DATE
# _ ITEM DESCRIPTION COMPLIANCE CTI SIGN -OFF CORRECTED
_
1 JH 08 -02 -99 No paper work on embeds set Reviewed mill certificates. G. Seamster 09 -16 -99
this date. Grade 60 not A706.
2 JH 08 -06 -99 Wall this date from 0' to top were
not consolidated.
3 JH 08 -13 -99 Walls this date not inspected
prior to grout.
4 JH 08 -25 -99 No paper work onsite for rebar
inspection of walls from 4' to
_ 18'.
5 JH 08 -25 -99 Contractor could not get vibrator
into first grout lift.
cc: John Duncan
City of Tigard Building Department
Nicoli Engineering & Consulting Services, Inc.
November 12, 1999
To whom it may concern:
The embedded beam seats, used at the jamb of each opening and building
corner in the Duncan Building, were constructed with four #5 (A706)
eighteen inch long pieces of rebar. Enclosed please see the specification
sheets provided by Rose City Rebar Inc. Should you have any questions,
please feel free to contact me at (503) 807 -1735. Thank you for your time
and consideration.
Sincerely,
a (74i)v- ; 0.,.
hn A. Duncan
' 1
•,.
EMI ar FABRICATION
Date: M — -- 9f
REENTORCTh G STEEL CERTIFICATES
I hereby certify that the material in this shipment, fabricated on run number J is as shown
on the Barlist and the Heat numbers represent materials found suitable for application to ASTM A
615-87 an the basis of certified test results.
B Y: eCZ'
Charles Martin, Shop Superintendent
Sold to: r Job # 996 ‘__.3 Release # 1
Shipped to: Ij P
Ship
Date
I V
Heat # e 2
o �
I I X45
Grade
Size
3 4
Weight cP 3 F `6
/9 Affirmative Action Employer
5512A N E 105th Ave - Portland Or 97220 - (503)252 - 4975 - (503)252 -9306
5 1' x „ x l� uenote k a ke elvnos CERTIFIED MILL TEST REPO
,
REPORT
t r 1 - Ka nkakee, Illinois St Divi
„;£ 58 Birmingham, Alabama Steel Diasion
70 - Seattle, Washinglon Steel Division
ow • ROSE CITY REBAR INC 31 - Jackson ,Mississipp Sled Division 51890000 t
1-0 :5512-A NE 105tH AVE DATE:
,PORTLAND, OR 97220 -1113 BIRMINGHAM STEEL CORP
SEATTLE, WA STEEL DIVISION B. L . NO 70 -W 1 1488
2424 SW ANDOVER LOAD NO.:
HIP °ROSE CITY REBAR INC SEATTLE, WA. 98106 -1100 7000085773
TO .5512-A NE 105TH AVE (206) 933- 2222_
° PORTLAND, OR 97220 -1113
PHYSICAL TESTS CHEMICAL TESTS
HEAT NO.• I DESCRIPTION YIELD TENSILE ELONO WT% , Mn P S SI Cu
- -- P.S.I. P.S.1. % IN 8" Bend -- _DEF _NI Cr / Mo V Cb C.E. -
i I
4: R5820
3914072 *SEATTLE WA STEEL DIVISION 63,270 90,030 19.5% OK -5.3% .26 1.25 . 01 1 .038 .18 .36 ! .49%
29 Rebar 60' (A706/ #9A706) 436MPa 621MPa .064 .11 . 12 .03 .033
ASTM A706M -95b
)9142E37 SEATTLE WA STEEL DIVISION 65,550 103,450 10.2/ OK -4.2% .38 1.12 .018 .043 .25 l .39 i .60%
13 Rebar 60' (Gr420/ #4Gr60) 452MP'z 713MPa .030 . 12 .18 .02
ASTM A615/A615M -96a, GR 420
39I 4288 SEATTLE WA STEEL DIVISION 66, 600 100, 000 10.2% OR -4.9% .38 1 . 19 .017 .044 .24 . 4 1 .61%
13 Rebar 60' (Gr420/ #40r69) 459MPa 689MPa ' .029 .12 . 19 .02
ASTM A615/A615M -96a, GR 420
3914289 SEATTLE WA STEEL DIVISION 68,000 114,600 10.2% OK - 4 .41 1.18 .0 .042 .23 .40 .64%
13 Rebar 60' (Gr4 0/ #4Gr60) 469MPa 790MPa .032 . 12 . 18 .02
ASTM A615/A615M -96a, GR 420 I
S COMPOSED _ ' '.
=-. I DENT J f= ED STEEL SHIPPED I .� I N FACT C nMFO�ED .IF THE F. -ATS I D I � ATEE AND I � REF ESEN - ED Bv THE
IRL_ES TES ED. THE TEST RESULTS INDICATI D ARE A 'TUOL TE. T RES LTA; OBTA ;NED PIN SA IPLESIOF S'�EEL
)TS TAKEN AND TESTED I N ACCORDANCE WITH SPEC I F I I,AT I ONS FOR S0 PL `NG, CHEM I C L AN I LYS I , PHvS I CAL
;TING AND MEASURING. IN REBAR MATERIAL THE AV1.RAGE SPACING ND HEIGH " OF IEFOR ATIOC�IS HAIIE BEEN
1SURED AN I FOUND TO BE IN ACCORDANCE WI H THE RI QUIREMENTS OF AS `M A 6 j
EBY CERTIFY THAT THE ABOVE FIGURES ARE CORRECT AS CONTAINED IN THE RECORDS OF THE CORPORATION. G . (-' T R'1L_DIl
UAANUFACTURING PROCESSES OF THE STEEL MATERIALS IN THIS PRODUCT, INCLUDING
LING, HAVE OCCURRED WITHIN THE UNITED STATES. IN COMPLIANCE WITH THE "PUY QUALITY ASSURANCE
Rl;AN" PROVISION OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982.
1 �I 111111111
I I I I I I I •
Or _ . 11011211•41111110
a nd Construction Services Inc.
9025 S.W. Center Street
Tigard, Oregon 97223
F A X C O V E R S H E E T
DATE: November 17, 1999 TIME: 2:03 PM
TO: SAM STONER PHONE: (503) 684 - 3460
COMPANY: CARLSON TESTING, INC. FAX: (503)684 - 0951
E ROM: JIM ANDREWS PHONE: (503) 620 - 2013
FAX: (503) 684 - 36;:16
R E: DUNCAN BUILDING
99 -2555 CTI
Number of pages including cover sheet: 8
Message
HOPEFULLY THIS WILL RESOLVE THE OUTSTANDING ISSUES. THANKS
•
10 5. }.rtt ti
r t�N 5 P
• r .t 9 !,�y_ , } {� . 3 41 , , n { 't
� a ' ri t l ' Si 'r iw - �'.� � ? 4 f. ,
e^g +y C F �
: r } Y4G in1FW �f t
• � S
r
• St ' � 19 ti Ni-{ >
- fie ,� ^�' r w c,
'fit, }a a C • 4r e.fft>tt,,J�, r
r . t t� � ' k `'
• T _7 I , I _I 1 • ,- i = T 1 T .1-11 I 1 "I ! — 1lC 7 . 1 - 11 1 VH I T ;-Iqal 1 T c If IR T - 11"1'71T -.
•
' i • i I '• i I i i 1 I I I I I i I ! I
'III 1 I
I I
I
i
' I I I � I I I � 1 .. _
I
. I i I. L.._'... I,. 1 �
I I I I I I !� _'' I I i__,_ i I
• ; i 1 I Illi 17 0 ! , I i I 1
�_ 1. I �., ..I._ I� 1 Milt. III 1 W.II I = J 1 1 i • 1 I A �� � 1� ; i 1 1 1
• I l ._ _ _ r
1 , ! L 1 I
and Construction Services. Inc.
Street Address: 9025 Southwest Center Street
Mailing Address: P.O. Box 23784 • Tigard. Oregon 97281
(503) 620 - 2086 • FAX (503) 684 -3636
November 12. 1999
City of Tigard Carlson Testing John Duncan
ATTN: Hap Watkins ATTN: Sam Stoner 7060 SW Palmer Way
13125 SW Hall Blvd PO Box 23814 Beaverton, OR 97007
Tigard, OR 97223 Tigard, OR 97281
RE: Duncan Building- Noncompliance report (dated September 17, 1999)
16135 SW 74 Tigard, OR
BUP No. 99 - 0048
CTI No. 99 -2555
Job Number 98 -0214
Gentlemen:
The followinq items were nonconformance issues developed by Carlson Testing. Inc. and noted
on the enclosed incomplete items list, dated September 20, 1999. Nicoli Engineering is
providing this report to describe the resolution of the noncompliance items.
ITEM NUMBER 1 (Resolved)
Summary: No inspection performed for the embeds at roofline of office (Ref.
Detail 1/5.2). Embeds installed_
Action: Mr. Duncan, the building owner and contractor has provided
a letter with Mill Certification (enclosed) verifying the rebar
grade of the No. 5 bar used for these embeds.
The contractor exposed several areas where the welds
between the rebar and embed plate could be inspected.
Carlson Testing visually inspected these welds and found
them to be 3/16" fillet vs. the 'ia" fillet welds required by the
approved documents. Upon further review of our ..... _,,,,,, ,,�,,�
calculations, a 3/16" fillet weld will develop the reqired `,.
strength of the No. 5 bar. Therefore the existing condition is
adequate for the design requirements.
'6 iA- o<�
6 'tk' ,
i `r3; ITEM NUMBER 2 (Resolved) : , r� fi '� " yt
m f r, S ummary: Walls n ot consolidated ,. . ,. , ✓; ki t. ,,
Action: Carlson Testing, Inc. performed a harmonic impact test bne.x • •
the structures walls and found that is appears the grout was:;;':
r ,~
� F 7 �.s1 t , .
ir/ L t rP : Sal s J 1
L •
r. , � h; - � s �• s
ti., r y 1 e s 4 s e. : . ,f .
�'L t te A �, .'1 v.
' 1' -' . 1.1' -. 1 11 1 :, :1-1 -I . • • . 11 l l . Iw: t. A tr°' . ° .# 3 .• e
consolidated in the masonry walls. Nicoll Engineering is
satisfied with the test performed and the results.
ITEM NUMBER 3 (Resolved)
Summary: Walls not inspected prior to grout.
Action: Carlson Testing, Inc. located the rebar with a metal detectin-
device. Nicoli Engineering accepts the results and is
satisfied that the rebar was placed according to approved
documents.
ITEM NUMBER 4 (Resolved)
Summary: No reports for rebar inspection.
Action: Same as item 3.
ITEM NUMBER 5 (Resolved)
Summary: Contractor could not get vibrator into first grout lift.
Action: See item 2.
Ac this time the nonconformance items 1 -5 have been resolved to the satisfaction of Nicoli
E- ngineering.
Sincerely, �<
J.:Jrnes R. Nicoli, P.E.
J( N /cjb 1
4
Enclosure � `' _— /
— J
. . . ,- . • . r11 1 ,. _i I I 1 : at I I c II 111 - 1 '
:1j 01_1 E116111EEP1111_ H.., . - .L 0
Main Office. branch
P.O. Box 23814 4060 Huck:on
• Tigard, Oregon 97281 Salem, OR
I. esting Inc
• Phone (503) 684-3460
FAX. (503) 684-095-$ Phone (503) LT,t...I•
FA.X (503)
17. 1999
- • BUP99-00048
I; :SPECTION REPORT
•
COVERED: September 16, 1999
• • Ok.incan Building
16135 SVV 74th - Ticlard, OR
OR.: G. Searm.-...ter
• Fl roi.iresentative was onsite for periodic inspection of structural steel and yielding. The f-
id visual inspection of (8) tube steel columns. Welds inspected include base plate to II.Jh••• • •
connection and tube steel to column buckets. All welding appears to conform to details an
;a1 inspection of ledger dips at roof level of the north and south walls in warehouse
d appears to conform to details and AWS 01.1.
certificates for rebar used for embeds. item #1 on CTI non compliance list. Contr;•: •
• •:s•nce and item is signed off
• :norneer approval for placement of roof line buckets with rebar embeds into CMU wall of office
to bucket welds have not been signed off. Also need weld detail for buckets fabricated at r i• -•
ng.
•m items were brought to the attention of: John Duncan. owner.
pertain to the material tested/inspected only Information contained herein is not to be n4.,rod,..,
iH witl prior authorization from this office.
• .: any fi..fri her questions regarding this matter. please do not hesitate to contact this office.
.ly
I LS 1 C.
• PRUIDENT
Leann
of Tird Building Dept
Enciineering 8. Construction Services. Inc.
#99- 2555 E
r
Project Name: Duncan 'Building
Project Address: 16135 SW 74 Tigard, 0 .
Permit No: BUP99 -00048
• ITEM INSP. DATE DATE
ITEM DESCRIPTION COMPLIANCE CTI SIGN -OFF CORRECTED
1 JH 08 -02 -99 No paper work. on embeds set Reviewed mill certificates. G. Seamsler 09 -16 -99
this date. Grade 60 not A706.
2 JH 08.06 -99 Wall this dale from 0' to top were
not consolidated.
3 JH 08 -13 -99 Walls this date not inspected
prior to grout.
4 JH 08 -25 -99 No paper work onsite for rebar
inspection of 'walls from 4' to
18'. _
5 JH 08 -25 -99 Contractor could not get vibrator
into first grout lift.
1
cc: John Duncan
City of Tigard Building Department
Nicoli Engineering & Consulting Services, Inc.
r'Jovernber 12, 1999
To whom it may concern:
The embedded beam seats, used at the jamb of each opening and h�iildir
i - orner in the Duncan Building, were constructed with four #5 (A706)
eighteen inch long pieces of rebar. Enclosed please see the specification
sheets provided by Rose City Rebar Inc. Should you have any ques:i :ins,
please feel free to contact me at (503) 807 -1735_ Thank you for you time
lnd consideration.
:_;i. icerely,
John A. Duncan
1 :1.
4 .r ;
•
op •
IIETALLING ar FARR:1 C-AiTTON
REINFORCING STEEL CERTIFICATES
certify that the material in this shipment, fabricated on run number _
,Barlis and the Heat numbers represent tn2teriaLs found suitable for application to
_
17 on the basis of certifie-cl test results.
B Y:
Chlrles Martin, Shop Superintendent
ro
o• Ob Release /
to
.„:.
1
-7
,Lrf: 019
a `k •
I 1 4 6 0
3
--
•
6
Affirmative Action Employer
5512A N E 105th Ave - Portland Or 97220 - (503)252-4975 - (503)252-9306
co I T I cil 71-1-1
. , -* C 1 I 1 .1 ti' , .! I_. �....:I. _.__.._ ..__.r . -._. .� � _ ■
' PORTLAND, OR 97220-1113 !' I R �1I NG ?-ifl11 STEEL CORP
SEATTLE, WA STEEL I� I V I5I ON G.L r " 70-W11436
2424 SW ANDOVER
T1 SHIP • ROSE CITY REBRR INC SEATTLE, N. 98106-1100 LO.A.) ND.. 71100085773
-, '° 551 -A NE 105TH AIDE (20E A933-2
L PORTLAND, OR 97220-1113
r PHYSICAL TESTS CHEMICAL. TESTS
HEAT NO.' I OESL:HIPTION YIELD TENSILE ELONG :: C Mn P CL. 7 --- 7
P.S.I. P.S.I. %IN9' Bend DEF NI Cr Pro V Gb / C.E,
111: 85820
.e914072 *SEATTLE WA STEEL DIVISION 63;,270 50,030 19.5 OK i -5.3% .2E 1 . '25 . 0 1 1 .038 .1S ,36 .49;!
29 Rebar 60' (A706/U9A706) 436MF'a 621NPz, j . ei64 .ii .12 .03 .033
ASTM A70EM -95b
'']!19YT4287 SEATTLE WA STEEL DIVISION 65,550,103,450110.2% O} -4.2% ..7.9, 1. 121. 019 .043 .25 .39 . 60
ill 13 Rebar 60' (Gr42 @/0 452NPa,' 713MPij .030 .12 .10 .02
7 ASTM A615/A615M -96a., GA 420 1
' SEATTLE WA STEEL DIVISION E E E00! 1 0 0 , 000 1 0 + . 2 % DK -4.9Y. .38 1 . 19 .017 .044 .2-4 .41 . b1
F., 13 Rebar 60' (Gr420 /U4Gr60 459MP.ai 689MPa I .02'D . 13 .19 .02
ASTM A615 /A615M -9Ea, GR 420
"9514289 SEATTLE WA STEEL DIVISION 68.000 114,600 10.2% G-4.2/. i . 4 1 1 . 1 8 .017'.042 .23 .40 .E,44
13 Rebar 60' (Gr420/04Gr60) 4E91/1Pa 790MPal ( .0321 .12 .12 .02
ASTM A615/ A615tI --96a, GP 420 1 •
L 1
iE IDENTJ.r ED STEEL SHIPPED IS IN FACT CI MPOSED _IF THE H .ATS 1 DI'.ATED (4ND I., REP "ESEN ED BY THE
W L LES TES - ED. THE TEST RESULTS INDICAT: D ARE A1'TUAL TE. T RESOL7. OBTf1NED 11N SA IPLE5 OF STEEL
-AT5 TAKEN AMD TESTED IN ACCORDANCE WITH SPECIFI.,GTIONE DR Sfl 1PL. NG, CHEMICAL RN'LYSI$, PHYSICAL
'STING AND MEASIJRTN6. IN REDAR MATEFjIAL THE AVI_RAGE S1=�i�1C1NG !ND HF.TGH OF 1'FF(JRI ATIOIIE HAuE BE TM
= PSJRED RN! FOUND TO BE IN ACCORDANCE 1)1 H THE RI0UIREMEOS OF AS M A 6 :5. •
W
w
1 I
=. ,I r i 1
W 1
i
1 1
•