HomeMy WebLinkAboutPermit Field Test & Inspection Report 1997-8-27
BRAUN'M
I NTE RTEC
Braun Intertec Corporation
2285 Nugget Way
Eugene, Oregon 97403
541,746-9649 Fax: 746-7163
Engineers and Scientists Serving
the Built and Natural Environments
August 27, 1997
Project EBXX-97-0321
Report E-60 110
Mr. Tom Stewart
Advanced Building Systems
28748 Royal Avenue
. Eugene, Oregon 97402
Re: Headstart Play Structure
221 BStreet
Springfield, Oregon
B.P. No. 97-0958
Met on-site with contractor to verify that the 5/8" A-325 High Strength Bolts in the beam
to column connections are in a "snug-tight" condition and bolts have been marked,
Witnessed the application of the additional one-third turn-of-the-nut as required by
Uniform Building Code for 5/8". bolts, The bolt markings indicated that the procedure
was prqperiy completed. Contractor was asked to notify our office when additional
II services are needed. . .
Sincerely,
mL. kJ
Michael L. Meyer rincipa'~
Willamette Valle Operations Manager
(tlOd~'
Raymon;~~i, Superviso(~
Eugene Branch
c: '. ,-City,-o(Spriiigfield'
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BRAUN I N TE R T E C NOR T H W EST
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
CONCRETE COMPRESSION TESTS
TESTED FOR:Advanc~dBuilding System
CAST BY:our rep. R. Crawford
PROJECT:Headstart Play Structure
ADDRESS:22~ B Street
springfield,
TYPE OF SPECIMEN:6 x
3000 psi, 3/4" MAX
ADDITIVES: AEA
SOURCE: Morse Bros.,- Inc.
PRODUCT CODE:080135-1
CONDITION OF STORAGE: ASTM-
Oregon
12
SIZED
AGGREGATE
PROJECT NO.:EBXX970321
REPORT NO:12-087-7732
P.O. NO:
PERMIT NO:97-0958
DATE MADE:08/15/97
DATE REC'D:08/16/97
SACK MIX 3500 psi placed
SLUMP: 4"
AIR TEMP: 66
CONC TEMP: 73
POUR:Monolithic slab
TIME: 7:30 am
WEATHER: clear
east of building
CU. YARDS: 8.5
% AIR:
TICKET NO: 835422
LOAD NO: 1
LOCATION OF
..... .
Test
Date
08/22/97
08/22/97
09/12/97
09/12/97
weight
Pounds
28.4
28.6
Load - lbs.
per sq. in.
3100
2970
Averaqe
Mark
28.5
28.6
4320
4230
,
cyl only
., ~'.' ': _-;:~:,-"'~' "':
3035
4275
Note: Advised super,intendent of 'on-si te test results.
cc:
Advanced Building Sys~ms-T.Stewart
City of Springfield~
Morse Bros., Inc.
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THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
Age
Tested
7 day
7 day
28 day
28 day
BRAUN'M
I NTE RTEC
Braun Inter:1ec Corporation
2285 Nugget Way
Eugene, Oregan 97403
541,746-9649 Fax: 746-7163
Engineers and Scientists Serving'
the Built and Natural Environments
DAILY FIELD REPORT
August 14, 1997
Advanced Building Systems
Headstart Play Structure
221 B Street
Springfield, Oregon
mr~!!!!m~~.H?ITiI III Reinforcing Steel
~p!\SI!Is~!!~~m1II See field observations.
!tt9j!\S(1~l!!m!i~t:I EBXX -97 -0321
g~~2t(N~m!i~t;Ii... E-600 12
mQ;N@j!i~tIt. .........\I...tI.... nla
1!~!!~!!jg!:iitm!!:N~m!iet(} 97 -0958
Clear
n;~~9!;~!r~f!jjt~;I;!t Monolithic Slab
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erformed visual inspection on the rebar and anchor bolts on monolithic floor slab for the. play structure canopy,
Reinforcing steel was checked for grade, size, lap, and placement. The rebar and anchor bolts are secured in
laced. Rebar supported on concrete dobie blocks. Rebar and anchor bolts placed in accordance with on-site plans
om Schaudt, Stemm, & Wild, dated June 17, 1997, and Chief Industries, Inc., dated May 28, 1997, and revision
ated June 12, 1997 (in-set column footing), To the best of the inspector's knowledge, the work inspected was in
ccordance with the building department approved design drawings, specifications, revisions, and applicable
orkmanship provisions of the V.B.C., except if noted above,
Inspector:
D. Smith - ICBO# 87732
If you have any questions regarding this report,. please feel free to call Raymond V, Aliperti at (541) 746-9649.
c: City of Springfield
Advanced Building Systems - Tom Stewart
As a mutual protection to clients, the p~blic. and ourselves, all reports are submitted as the confidential property of clients and arc intended for the
use of our clients only. ~o other person or entity may utilize the report or any portion thereof without our written authorization.
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