Report Y = VLMK Consulting Engineers PRINCIPALS
3933 SW KELLY AVENUE / PORTLAND, OREGON 97201 -4393 ALFRED H. VAN DOMELEN, P.E.
JAMES E. KNAUF, P.E.
(503) 222 / FAX (503) 248 / email: vlmk ®vl _ GREGORY J. BLEFGEN, P.E.
HAVLIN G. KEMP P.E.
� � JOHN T. BROOKS
RECEIVED
ASSOCIATES
KEVIN M. KAPLAN, P.E.
JUN u 5 2000 \ _ - -THOMAS CAMERO, P.E.
t
Date: June 1, 2000 Job No: 99277 2c.A.20.�03,¢
Project: TCC Garage Permit No:
Address: . Contractor: Baugh Construction
Location: Tigard, Oregon Owner: Specht Development
Weather: Sunny Temp/Time: Approx. 75° at 2:30 p.m.
Present at Site: Marvin Van Blericom, Baugh Construction
Trent Nagele, VLMK Engineers
A visit was made to the site at the request of Baugh Construction to review the column at
grid B-4 which had been hit by construction equipment. The column sustained minor
damage that amounted to some spalled concrete in the area of impact and a very small
hairline crack which extended around the-column perimeter. From observation, it is my
opinion that the column's structural integrity should not be adversely affected and that
the damage sustained is essentially cosmetic. The small area of spelled concrete did
not expose any reinforcing and can be patched. The hairline crack will become all but
imperceptible with load on the column.
Concrete was being placed for the basement portion of the wall along grid D between 7
and 8. Placement of reinforcing for walls along grid 9 between A and D and along grid A
between 6 and 9 was in progress. Dowels along grid 9 into the PT deck were placed
incorrectly and will need to be removed. Marvin and I reviewed the application of details
2, 3 and 4/S5.2 to allow for deck movement at the ends.
If you have any questions or concerns regarding these items, please do not hesitate to
contact me.
Submitted By:
Trent C. Nagele, PE
VLMK Engineers
cc: Bob Burns, Specht Development
Mike Gorman, LRS Architects
Chris Hartson, Baugh Construction
Bob Poskin, City of Tigard
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MEMBER
• Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
REPORT OF f..X 1 CONCItF.. l F TEST SPECIMENS JUN 0 5 2000 P.O. Box 23814
ASTM 0177 _ /C12.31/C39/C31/C1064/C:143 Tigard, Oregon 97281
Test Methods: BY: Phone (503) 684 -3460
FAX # 684 -0954
05/22 20 00 Job No. T0004403 Permit No: BUP20(T5- .3001 !
Date Molded:
Client:
SI'FCHT DEVELOPMENT INC - BOB BURNS
TIGARD CORPORATE CENTER PARKING STRUCTURE
Project:
12.125 SW 69TH TIGARD OR
Address:
•
Contractor: X Sub Contractor:
ROSS ISLAND SAND & GRAVEL 96 184744
Concrete Supplier: Truck No. Ticket No.
J.BLACK
9 OF 23
Cast By: Cu. Yds. Load No.
SUNNY 71.i
Weather: Temp. High: Temp. Low:
COLUMN SPREAD FOOTINGS GRID C AT 4 ANt) 5 II AT 3. TFCS1 AT B AT
Location of Placement:
3
2: O 77
Test Time: Concrete Temp:
3000 28 1
Strength Requirement: PSI @ days Slump — Cement Type
300013
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
I 7 1990 05/23 05/29 107,410 28.26 3800 WR
28 1990 05/23 06/19
28 1990 05/23 06/19
HOLD 1990 05/23
Remarks: l r
cc : I_RS ARCHITECTS
CITY OF TIGARD !
VLMK -
/
Reviewed by:
•
Carlson Testing, Inc. Construction Inspection 4 Related Tests
Geotechnical Consulting
RECEIVED
REPORT OF 1 CONCRETE TEST SPECIMENS JUN 0 5 2000 P.O. Box 23814
ASIM C172/C1231/C39/C3)/C1064/C143 Tigard, Oregon 97281
Test Methods: BY Phone (503) 684 -3460
FAX # 684 -0954
05/23 20 00 Job No. T0004403 Permit No: DUP2000 - 000) 2
Date Molded:
Client:
SI'E'cI•IT DEVELOPMENT INC - 1308 BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
121.2.5 SW 69T1.1 TIGARD OR
Address:
Contractor: X Sub Contractor:
ROSS ISLAND SAND & GRAVEL 212 V184851
Concrete Supplier: Truck No. Ticket No.
J. BLACK 11 OF 16 1
Cast By: . Cu. Yds. Load No.
SUNNY 70 .
Weather: Temp. High: Temp. Low:
COLUMNS 1ST I...EVEL GRID A AT 2 , 3 , 4 , 5, 6 , 7 AND 8 , GR ID 13. 5
Location of Placement:
Al 9, GRID B AT 2, 3, 4, 5, 6, 7, 8 AND 9, GRID t. :. AT 2, 4, 5, 6, 8 AND 9.
1.: A!..i 76
Test Time: Concrete Temp:
5000 28 3 3/4" 1
Strength Requirement: PSI @ days Slump Cement Type
503113 (5K)
Mix NoJNo. Sacks Air Content Max. Aggregate
HRWRA
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
I 7 2053 05/24 05/30 151,880 28.26 5370 AF
28 2053 05/24 06/20
28 2053 05/24 06/20
HOLD 2053 05/24
Remarks:
cc : 1.. R S AR C H I P ECT S —
CITY OF TIGARD
VLMK , •
L.
Reviewed by:
. .. .. - _ ......---. -----.._ s.... ...:.a.....• .._.......•.....�..•in.. Irnm $hic , ffIt A
Main Office Salem Office Bend Office
P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918
Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708
Carlson Testing Inc • Phone (503) 684-3460
FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155
FAX (503) 589 1309 FAX (541) 330 -9163
June 1, 2000 REC iF._TVE:I7
T0004403.CTI JUN 0 5 2000
Permit No. BUP2000 -00012
BY:
FIELD INSPECTION REPORT
DATES COVERED: May 31, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th, Tigard, OR
INSPECTOR: J. Bryant COP#586, OBOA #137, WABO #BRY523915
05- 31 -00: Inspected rebar placed at boundary elements and walls, lines 3 and 7 between C
and E. Wall line D from 7 to 9. All rebar was placed in compliance with approved plans.
Our reports pertain to the materials inspected /tested 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 4. • RLSON TESTING, IN)
N
Douglas W. Leach
Chief Executive Officer
JB:tkf
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
VLMK