HomeMy WebLinkAboutPermit Field Test & Inspection Report 1995-8-3
L -1 Environmental
DS: Geotechn~cal
. - ConstructIon
Consulting. Engineering. Testing
C11o-CO\5
3402.. t'v\cM 0 Crt:
REPORT OF INSPECTION SERVICES
TESTED FOR:
BINEHAM CONSTRUCTION
3265 ST. CROIX AVENUE
PROJECT:
KNECHT'S AUTO PARTS
EUGENE, OR 97408
DATE:
August 03, 1995
. ,
OUR REPORT NO.: 722-58047-00003
REMARKS:
Criteria: Specification ~or_structu~al joi~ts using UBC-9~ ch~pter 27-7
A representative of PSI .was present on this date to conduct inspection of
high strength bolts.
Inspection was made on 3/4" A-325 bolts placed at column to truss and
truss to truss connections using a calibrated torque wrench. All bolts
were placed and tightened in accordance with the criteria cited above.
Respectfully submitted"
PSI
, "
,A,
,
REf:lORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INOUSTRIES, INC.
Information To Build On
PS'....3011-1(F)
PSI. 545 Conger Street. Eugene, OR 97402 . Phone 503/484-9212 . Fax 503/344.2735
l.... ~., Envi 1,1".. ~I
....... Geotechnical
. - Construction
Consulting. Engineering. Testing
C\ u>-COLu.
.~402- ~n"-6t:-.
REPORT OF INSPECTION SERVICES
TESTED FOR:
BINEHAM CONSTRUCTION
3265 ST. CROIX AVENUE
PROJECT:
KNECHT'S AUTO PARTS
EUGENE, OR 97408
DATE:
July 20, 1995
OUR REPORT NO.: 722-58047-00001
REMARKS:
Criter~a specification for structural joints UBC-94, #27-7
A representative of PSI was present on this date to conduct., high strength
bolting inspection at Knechts Auto 'Parts.
Inspection was made on 3/4" A-325 high strength bolts at truss to truss
and truss to column connections using a calibrated torque wrench. All
bolts were placed and tightened in accordance ~ith the criteria cited
above.
Respectfully submitted,
PSI
REPORTS MAY NOT BE REPRODUCED, exCEPT IN FULL. IMTHOUT WRITTEN PERMISSION BY PROfESSIONAL SERVICE INDUSTRIES, INc.
PSIA-'OO-l (F)
Information To Build On
PSI. 545 Conger Street. Eugene, OR 97402. Phone 503/484-9212. Fax 503/344-2735