Report !��,r 73- � 43(
Construction Inspection & Related Tests
C ar son Testing, Inc. Geotechnical Consulting
P.O. Box 23814
Tigard, Oregon 97281
Special Inspection Phone (503) 684 -3460
FAX (503) 684 -0954
FINAL SUMMARY REPORT
February 13, 1997
#96 -4814
PERMIT No.: BUP95 -0434
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223
Re: Mercer Office Building
X11565 SW 67th �,
Tigard, Oregon
Gentlemen:
This is to certify that the items listed below are in accordance
with Section 1701.3 of the Uniform Building Code. We have
performed random /periodic special inspection at the contractor's
request of the following items per our inspection reports only:
Structural Masonry
All inspections and tests were performed and reported according to
the requirements of UBC Section 1701.3 and, to the best of our
knowledge, the work was in conformance with the approved plans and
specifications, approved change orders and applicable workmanship
provisions of the Uniform Building Code and Standards, as well as
the structural engineer's design changes and approvals.
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 sub itted,
CARLSON TEST G INC.
( -__J
Dougl W. Leach
President
mbh
cc: Architects LA
LBH Construction
Construction In & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
P.O. Box 23814
Tigard, Oregon 97281
Phone (503) 6843460
FAX (503) 684 -0954
March 13, 1996
095- 4814.CTI
Permit No. BUP95 -0434
FIELD INSPECTION REPORT
DATES COVERED: March 12, 1996
PROJECT: )`Mercer Office Building
ADDRESS: /1S(,a11 .535 SW 67th Avenue -- Tigard, OR
INSPECTOR: D. Whitehead
003- 12 -96: CTI representative was on site at 10:30 AM for rebar
inspection and full time masonry grout placement at final lift
topping, except at entrance. Entrance will continue up. All rebar
was correct in placement as per plans supplied by Contractor.
Masonry contractor agitated each cell with a rod to consolidate the
grout. This method proved to be satisfactory.
♦ 423,1.400
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 TESTING, NC.
Douglas W. Leach
President
DW:ecp
cc: Architects LA
City of Tigard
LBH Construction
Construction Inspectron & Related Tests
Carlson Testing; Inc. Geotechnical Consulting
iEPORT OF j ' . 1. t::?I'1Ci` 1 .. T I_ TEST SPECIMENS .
P.O. Box 23814
Tigard, Oregon 97281
- est Methods: AS C1.72/C1231/C39/C31/C1064/C143 Phone (503) 684 - 3460
FAX # 684 -0954
)ate Molded: , 19 Job No. Permit No:
AR C H I .'_ EC f
aient: 7 L_ i` ,
'roject: MERCER O i= F I C E BUILDING
ddress: fi sW 67TH AVENUE TIGARD OR 1 /
/ c.
5
: ontractor. LBH CONS 1 R U C T I O iV Suh Contractor: •
;oncrete Supplier: BEST MIX CONCRETE Truck No. 97 Ticket No.
;ast By: D . V 1 C K Cu. Yds. 5 1/2 Load No.
SUNNY - OVERCAST 45 39
Veather: Temp. High: Temp. Low:
FooTING CONT:[Nuous
ocation of Placement:
Test 5v Concrete Temp: 60
Strength Requirement: 3000 PSI @ 28 days Slump j _ 1/2 Cement Type 1
30BA4P18 3/4"
Aix 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 Na By
7 9169 01/18 01/24 67,730 28.23 2400 `
ra
28 9119 01/1 02/14
28 9169 01/18 02/14
remarks CC : CI TY OF TIGARD
- LBH CONS T; UCI:[ON
nformation contained herein is not to be reproduced; except in full without pnor authonzation from,this office „ 3 ;:. ' .
Construction In & Related Tests
C arlson Testing, Inc. Geotechnical Consulting
P.O. Box 23814
Tigard, Oregon 97281
Phone (503) 684-3460
FAX (503) 684 -0954
January 19, 1996
♦96- 4814.CTI
Permit No. BUP95 -0434
FIELD INSPECTION REPORT
DATES COVERED: January 17, 1996
PROJECT: Mercer Office Building 05-6'S
ADDRESS: SW 67th Avenue - Tigard, OR
INSPECTOR: D. Vick
+01- 17 -96: CTI representative noted a 3000 psi concrete was
placed in continuous footings. One set of (3) cylinders were made.
Slump was 3 1/2 ", temperature was 60 °.
0 409,1,100
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 TESTING, INC
D._ sl
Douglas W. Leach
President
DV:eah
cc: Architects LA
City of Tigard
LBH Construction
Construction Inspection & Related Tests
Carlson Testing, Inc. Geotecnnical consulting
P.O. Box 23814
Tigard, Oregon 97281
Phone (503) 684-3460
March 7, 1996 FAX (503) 684 -0954
+95 4814.CTI
Permit No. BUP95 - 0434
FIELD INSPECTION REPORT
DATES COVERED: March 4, 1996
PROJECT: Mercer Office B uilding ' 1ST
ADDRESS: SW 67th Avenue -- Tigard, OR
INSPECTOR: D. Vick
+03 CTI representative arrived at jobsite at 12:40 and was
informed that the City Inspector had already inspected reinforcing
in 8" CMU walls and had been approved.
CTI representative observed the grout pour of the perimeter wall up
to 6 1/2'. One set of (3) grouted prisms were made. A 6 sack
kurtz mix was placed. Mix #883, approximately 8 1/2 yards.
• 409,1,400
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 submit ed,
C' - L / /.N T STIN % C.
J
'o •las . Leach
Pr- . sident
'V:ecp
cc: Architects LA
City of Tigard
LBH Construction
Construction Inspection Related Tests
Carts ®n Testing, Inc. & Geotechnical Consulting
REPORT OF 6X12 CONCRETE TEST SPECIMENS
P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
01/17 96 96 -4814 8UP95 -0434
Date Molded: , 19 Job No. Permit No:
Client: ARCHITECTS LA
Project: MERCER OFFICE BUILDING
X1535 SW 67TH AVENUE TIGARD OR / / 37a
Address:
LBH CONSTRUCTION
Contractor: Sub Contractor:
BEST MIX CONCRETE 97
Concrete Supplier: Truck No. Ticket No.
Cast By: D . V [ C k Cu. Yds. h 1/2
Load No:
SUNNY OVERCAST 45 39
Weather: Temp. High: Temp. Low:
FOOTING CONTINUOUS
Location of Placement:
2:50 60
Test Time: Concrete Temp:
3000 28 3 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
30BA4P18 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: .Jldmix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
7 9169 01/18 01/24 67,730 28.23 2.400 AS
28 9169 01/18 02/14 107,970 28.26 3820 AS
28 9169 01/18 02/14 108,360 28.26 3830 AS
,
Remarks: -
cc: CITY OF TIGARD
LBH CONSTRUCTION
LABORATORY MANAGER
Reviewed By
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.