Report (638) Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
artson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
')e 4 15..- - cXl—(Cr
August 4, 1999
98- G1670.CTI
Permit No. SIT99 -0006 / 99 -0048
FIELD INSPECTION REPORT
DATES COVERED: August 2, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: M. Larson, COP #625 / WABO (LAR 66 4944)
08- 02 -99: CTI representative was present onsite for a periodic rebar and concrete inspection. This inspector
checked rebar in 8" CMU wall to top in the following locations: B/2.4 -3; 3 /A -B and A/2.7 -3. Approximately (5)
cubic yards of Lone Star 6 1 /2 sack 3/8" aggregate grout mix #0884 was pumped into wall and mechanically
vibrated. No samples were made. Embeds set were grade 60 not A706 per 1/S5.2. Contractor will set them
in this pour. Contractor said he had paperwork for these embeds, but could not find them. See non-
compliance list.
Non - compliance items were added to the non - compliance list as item #1 (see attached).
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,
CARLSON TESTI , INC
11 w
1M$ _ - --
Douglas W. Leach
President
ML:jp
Attachment
cc: John Duncan
Nicoli Engineering & Construction Services Inc
City of Tigard Building Dept
98- G1670.fr
CARLSON TESTING, INC.
INCOMPLETED ITEMS LIST (NCL)
August 4, 1999
#99 -G1670
Project Name: Duncan Building
Project Address: 16135 SW 74 Tigard, OR
Permit No: SIT99- 0006/99 -0048
ITEM INSP. DATE DATE
ITEM DESCRIPTION COMPLIANCE CTI SIGN -OFF CORRECTED
1 ML 08 -02 -99 GIu Lam embeds and bracket
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.
cc: John Duncan
Nicoli Engineering & Construction Services, Inc.
City of Tigard Building Department
4r
CARLSON TESTING, INC.
INCOMPLETED ITEMS LIST (NCL)
April 5, 2000 R C TVED
G9801670.CTI
APR 0 7 2000
Project Name: Duncan Building
Project Address: 16135 SW 74 Tigard, OR BY:
Permit No: SIT99- 0006/99 -0048
ITEM INSP. DATE DATE
# _ _ ITEM DESCRIPTION COMPLIANCE _CTI SIGN -OFF CORRECTED
1 ML 08 -02 -99 Glu Lam embeds and bracket . Letter received from Nicoll 03 -28 -00
over openings 2.4- 3 /A -B, A -B/3, Engineering resolving all issues.
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.
cc: John Duncan
Nicoli Engineering & Construction Services, Inc.
City of Tigard Building Department
•
Carlson Testing onstruction Inspection & Related Tests
ng Inc. , Geotechnical Consultin3
3EPORT OF PRISMS TEST SPECIMENS P.O. Box 23814
Tigard, Oregon 97281
fest Methods: UK 21-17 Phone (503) 684 -3460
FAX # 684 -0954
)ate Molded: 06/24 , 19 99 Job No. 98 -61670 Permit No: SIT99- 0006 /BUP99-
00048
3lient: JOHN DUNCAN
'roject: DUNCAN BUILDING
address: 16135 SW 74TH TIGARD OR
Contractor: Sub Contractor: -
Concrete Supplier: LONE STAR NORTHWEST Truck No. 22 Ticket No. 659529
Cast By: J. HIETPAS Cu. Yds. 9 Load Not
Weather: CLOUDY Temp. High: 80 60
Temp. Low:
Location of Placement: SOUTH WALL 12 ' L IFT
*BLOCK SUPPLIED BY MUTUAL MATERIAL
Test Time: 12 ' 45 Concrete Temp: 60
Strength Requirement: 1 500 PSI @ 28 days Slump Cement Type
Mix No. /No. Sacks
884-6.5 Air Content Max. Aggregate ` /8 "
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
A 28 7158 06/26 07/22 184,280 64.43 2860 DM
B 28 7158 06/26 07/22 211,440 64.43 3280 DM
C 28 7158 06/26 07/22 208,980 64.77 3230 DM
•
Remarks:
A- 7.625X8.450X15.890 B- 7.625X8.450X15.890 C- 7.625X8.500X15.890
cc: NICOLI ENGINEERING & CONSTRUCTION SERVIC
CITY OF TIGARD BUILDING DEPT
/l
Laboratory Supervisor
Reviewed by:
n,,..,,..,,,. t„ }ha matoriai tractarirncnae.tari nnlv. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.
I
Carlson Testing Inc. Construction Inspection &Related Tests
Geotechnical Consulting
REPORT OF PR ISMS TEST SPECIMENS
P.O. Box 23814
Tigard, Oregon 97281
fest Methods: UBC 21 -17 Phone (503) 684 -3460
FAX # 684 -0954
)ate Molded: 06/24 , 19 99 Job No. 98-G1670 Permit No: S I T99- 0006 /BUP99-
00048
;lient: JOHN DUNCAN
'roject: DUNCAN BUILDING
address: 16135 SW 74TH TIGARD OR
3ontractor: Sub Contractor:
concrete Supplier: X Truck No. Ticket No.
3ast By: CONTRACTOR Cu. Yds. Load No.
CLOUDY Tem High: 80 Temp. Low: 60
Neather: Temp. g p
ovation of Placement: SOUTH WALL TO 12' HOLLOW PRISMS
Test Time: Concrete Temp:
Strength Requirement: 1 500 PSI @ 28 days Slump Cement Type
Mix No. /No. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
28 7159 06/26 07/22 85,980 40.75 2110 DM
28 7159 06/26 07/22 73,180 37.20 1970 DM
28 7259 06/26 07/22 72,180 37.05 1950 DM
Remarks:
*BLOCK SUPPLIED BY MUTUAL MATERIALS.
cc; NICOLI ENGINEERING &CONSTRUCTION SERVIC
CITY OF TIGARD BUILDING DEPT /�
Laboratory Supervisor •
Reviewed by:
n,,. ran.-% .t na.tainc fn tha matarial tactarlfinsnnctad only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.
•
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
C arlson Vesting Inc. T Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
June 28, 1999 f
98- G1670.CTI
r ( 1 tJ h / M
Permit No. SIT99 -0006 / 99 -0048 p c )
FIELD INSPECTION REPORT d 9/fr 4/f l '
DATES COVERED: June 28, 1999 - f/a4/L OVieti (31)d ..�
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR "P4 1
INSPECTOR: M. Larson, COP #625 / WABO (LAR 66 4944)
06- 28 -99: CTI representative was present onsite for a periodic rebar and masonry inspection. This inspector
checked rebar in 8" CMU wall on A line 2.8 -3; 3 line A -B; and B line 2.4 -3 to 16' on A line and 3 line and 17'0"
on B line. Approximately (6) cubic yards of Lone Star 6 '/2 sack, 3/8" aggregate grout mix #0884 was pumped
into place and mechanically vibrated. No samples were made, and no tests were taken.
Work observed this date conforms to project plans, details and specifications.
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, (71JcA
RLSON TESTING INC.
/!4...4-41,e0.4 A n0 tn\(k'
Douglas W:` to °
President 'l.
ML:jp
cc: John Duncan
Nicoli Engineering & Construction Services Inc
City of Tigard Building Dept
98- G1670.fr
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
C arlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
June 24, 1999
98- G1670.CTI
Permit No. SIT99 -0006 / 99 -0048
FIELD INSPECTION REPORT
DATES COVERED: June 24, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: J. Hietpas, COP #343, WABOHIE522831
06- 24 -99: CTI representative was onsite for periodic inspection of masonry. Inspected CMU wall sections at
south elevation line 1 -3 and east section from 1 /A -A +60' and from 1/B -B +5'. Walls grouted from F & G to 15'.
CTI representative K. Parkin inspected rebar at 8' level. Rebar conforms to drawing 3.2. Some dimensions
have changed per owner's request (i.e. height of walls and openings).
Observed (9) yards of Lone Star grout mix #884 placed at the above mentioned locations. Work conforms to
UBC requirements. (3) grout and (3) hollow prisms were cast this date.
Work observed this date conforms to project plans, details and specifications.
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,
CARLSON TESTI ),, INC.i
b-tA-exext.4 tai •
?ItESII NT
Douglas W. Leach
President
J H /Ij m
cc: John Duncan
Nicoli Engineering & Construction Services Inc
City of Tigard Building Dept
98- G1670.fr
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
June 30, 1999
98- G1670.CTI
Permit No. SIT99 -0006 / 99 -0048
FIELD INSPECTION REPORT
DATES COVERED: June 29, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: G. Watson, COP #643 / WABO (WAT 23 3239)
06- 29 -99: CTI representative was present onsite for a periodic masonry inspection. This inspector inspected
8" CMU construction grids A -B, lines 1 -2, 16' to 20'. Reinforcing size, type, spacing and lap conform to the City
approved plans. Lone Star supplied a 7 sack grout mix. Contractor consolidated grout by vibration. Grout
placement conforms to the project plans.
Work observed this date conforms to project plans, details and specifications.
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,
ARLSON TESTING. INC.
P E 3iDENT
Douglas W. Leach
President
GW:jp
cc: John Duncan
Nicoli Engineering & Construction Services Inc
City of Tigard Building Dept
98- G1670.fr
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
C arlson Testing Inc. T Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
June 22, 1999
98- G1670.CTI
Permit No. SIT99 -0006 / 99 -0048
FIELD INSPECTION REPORT
DATES COVERED: June 22, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: K. Parkin, COP #725 / WABO (PAR 86 0560)
06- 22 -99: CTI representative was present onsite for a periodic rebar and masonry inspection. This inspector
verified placement of bond beam rebar at the 4' level of perimeter walls along lines 1, 3, A and B. Rebar size,
grade and placement conform to City approved plans. Contractor will schedule next inspection for when walls
are laid up to 8' level.
Work observed this date conforms to project plans, details and specifications.
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,
0 ARLSON TESTING, INC.
Ce..j, 4 4 .;.,.. ii,.
Douglas V.'a.gE NT ,;
President
KP:jp
cc: John Duncan
Nicoli Engineering & Construction Services Inc
City of Tigard Building Dept
98-G1670.fr
CITY OF TIGARD
A Program for Inspection Services and/or Material Testing
Date: i o t i ki ,19
City of Tigard: Plan Ck. No. Bup No. 9q -000 4 Sit No.
Project Title: 1:Ai O..J igrA6 Address 16135 sw 744 4/a — • / t P
Architect of Record 4<4. ''r'4it o • Ph.
address: S Po�r:.4,.�� ate. 97 3os — S.u46.-41
Structural Engineer of Record: Ph.
address:
Geo- Technical Engineer of Record: _ Ph.
address:
Provide the following information for the testing agency chosen to provide inspection services and/or testing.
`- Testing Agency: Ph. Fax.
4- address
Geo - Technical Agency: Ph. Fax.
address
The owner certifies that the above noted Agency has been employed to conduct the
special inspections or observations required herein.
Signature of Owner Phone No. Date
Print name Company name
The following is a list of special inspection and/or services required by the 1996 Oregon
Structural Specialty Code and Tigard's Municipal Code 14.06.010 through 14.06.040.
The special inspections and/or testing services required for this project to be provided by the Testing
Agency, Structural Engineer or Geo- Technical Engineer of Record are as follows:
• Special Inspectors for the Testing Agency shall be qualified, to the satisfaction of
the Building Official, for inspections of the particular type of construction or operation.
• Special inspectors shall observe the work assigned herein for conformance with the
approved plans and specifications and, submit copies of all inspection reports and, a
final signed report in accordance with OSSC, Section 1701.3 to the building official.
Structural Inspections Services and Material Testing
Category Description of'Services Required Provide By
Yes f No
1. Concrete. OSSC, Section 1701.5.1 and Section 1903, 1904 and 1905
a. Review concrete mix designs
b. Inspeet the placing of reinforced concrete.
C. Observe the taking of test specimens.
d. ‘11tS
2. Bolts Installed in concrete. OSSC, Section 1701.5.2
a Prior to and during the placement of concrete around bolts when stresses
permitted by section 1925 are utilized.
b.
3. Special Moment - resisting Frame. OSSC, Section 1701.5.3 and section 1921.9
a Provide continuous inspection of the placement of reinforcing steel and
concrete, and submit a certificate indicating compliance.
b.
4. Reinforcing Steel and Pre - Stressing Steel Tendons. OSSC, Section 1701.5.4
a. Inspection of reinforcing steel and pre stressing tendons before
stressing and grouting of tendons in pre stressed concrete
b. Observe and record results of all tendon stressing in pre stressed
concrete.
C. Observe grouting of all tendons in pre stressed concrete
d. •
5. Structural Welding. OSSC, Section 1701.5.5 and Section 1703
a Observe the welding of any member or connection designed to resist
loads and forces required by the OSSC.
b Visually inspect floor and roof deck welding.
C Visually inspect welded studs when used for structural diaphragm'or
composite systems. (shear walls)
d Visually inspect welding of stairs and railing systems.
e. Check certification of welders doing work on site.
f Visually inspect the welding of studs and joist. (part of a.)
Observe the welding of special moment - resisting steel frames, and
g conduct non - destructive testing required by OSSC, section 1703.
h Observe the welding of reinforcing steel.
1.
Category Descriphon of Services ;Required Provide By
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Inc. Tigard, Oregon 97281 Salem, OR 97301
Carlson Testing, i Phone (503) 684-3460 Phone (503) 589-1252
FAX (503) 684-0954 FAX (503) 589-1309
August 30, 1999
99- 2555.CTI
Permit No. BUP99 -00048
FIELD INSPECTION REPORT
DATES COVERED: August 27, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: S. Fox, COP #597
08- 27 -99: CTI representative was onsite for continuous inspection of masonry. Inspected reinforcing steel and
grout placed in the CMU walls located between grid lines 1 -2 /A and lines A -A.5/1 at 0' -12'.
A total of (9.5) cubic yards of Lone Star Northwest's grout mix design #884 was placed and vibrated. All
reinforcing steel and clean outs were inspected prior to grout placement and were found to be in accordance
with project drawings.
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,
CARLSON TESTIN't, INC.
Sao
PRESIDENT
Douglas W. Leach
President
SF /Ijm
cc: John Duncan
Nicoli Engineering & Construction Services Inc
City of Tigard Building Dept
98- G1670.fr
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
C arlson Testing Inc. l Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
August 18, 1999
99- 2555.CTI
Permit No. BUP99 -00048
FIELD INSPECTION REPORT
DATES COVERED: August 18, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: J. Bryant, COP #586, WABO #BRY523915
08- 18 -99: CTI representative was onsite for continuous inspection of masonry. Inspected rebar placed at west
CMU wall top lift (11'2 "). All rebar was placed in compliance with approved drawings. Clean outs were
provided and cells were free of debris. Monitored the pouring of (6.5) cubic yards of Lone Star grout mix
#0884, 6.5 - sack Kurtz mix at above location.
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,
i) .
CARLSON TESTI ) , INC.
PRESIDENT
Douglas W. Leach
President
JB /Ijm
cc: John Duncan
Nicoli Engineering & Construction Services Inc
City of Tigard Building Dept
98- G1670.fr
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Inc. Tigard, Oregon 97281 Salem, OR 97301
Carlson Testing c Phone (503) 684-3460 Phone (503) 589 -1252
FAX (503) 684 -0954 4 FAX (503) 589 -1309
August 17, 1999
99- 2555.CTI
Permit No. BUP99 -00048
FIELD INSPECTION REPORT
DATES COVERED: August 13, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: G. Watson, COP #643, WABO #WAT233239
08- 13 -99: CTI representative was onsite for periodic inspection of masonry. Inspected CMU construction at
-- - stairwell grid N2 -3 - 0 =16': -- Contractor provided clean outs - at vertical bar. -- Reinforcement inspected from
top and can conform only top 8' of reinforcement. What steel could be seen conforms to the project plans.
Contractor consolidated grout. Lone Star supplied 6.5 -sack Kurtz mix. Grout placement conforms to project
specifications.
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,
ARLS TESTI N 4) INC. f
PRESIDENT
Douglas W. Leach
President
GW /Ijm
cc: John Duncan
City of Tigard Building Dept
Nicoll Engineering & Construction Services, Inc.
99 -2555. FR