HomeMy WebLinkAboutPermit Field Test & Inspection Report 1996-5-1
BRAUNS.
INTERTEC
Braun Intertec Northwest
2285 Nugget Way
Eugene, Oregon 97403
541-746-9649 fax: 746-7163
Engineers and Scienfists Serving
the Built and Notural Environments
May 01, 1996
Project EBXX-96-0091
Report E-56737
Mr. Robert LeBleu
John Hyland Construction
P.O. Box 7867
Eugene, Oregon 97401
Re: Hayden Bridge - EWEB Raw Water Intake Pump
3997 Marcola Road -
_.Springfield, Oregon
B.P. No.,96-01l9I P.O. No. 96-3
1~~~(!~hQ[i;t Weldments
f'P~t~~f!~P~(!~h! April 29, 1996
W. Matthews AWS#9512063 I I ICBO#87835
Report
Performed visual weld inspection as follows: . _ ~
1) Cl2 x 30 and (2) CIO x 15.3 beam connection weldments in west side of cat walk frame.
2) (2) C12 x 30 beam splice weldments on the east side catwalk frame. Beam was spliced
and welded in the field to facilitate erection. .
Work checked, is to the best of the inspector's knowledge, in conformance with' approved
prints, specfications 'and applicable A WS code. Contractor asked to notify our office when' I
additional services are needed.
,
-
Sincerely,
$/m~~'
Michael L. Meyer, Manager~)
Eugene Branch
c: EWEB - Ron Wilson
. City of Springfield - Tom Marx
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BRA U N I N T E 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:Eugene Water and Electric Board
CAST BY:our rep. R. Aliperti
PROJECT:EWEB Hayden Bridge Raw Water Intake
IADDRESS:3997 Marcc:ila- R"ocid-:
-., 'springfield,- Oregon
TYPE OF SPECIMEN:6 x 12
psi, 4000 MAX SIZED AGGREGATE 3/4"
ADDITIVES:AEA
SOURCE:Morse Bros.,Inc.
PRODUCT CODE:080040
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960123
REPORT NO:12-046-5876
P.O. -NO: 6838'7, '....
PERMIT .NO :.960],19 .
DATE MADE:04/03j96
DATE REC'D:04/04/96
SACK MIX
SLUMP: 3"
TICKET NO: 514334 AIR TEMP: 62
LOAD NO: 1 CONC TEMP: 60
LOCATION OF POUR:Roof slab (Load
TIME:' 12: 25 pm
WEATHER:PtCloudy
1 placed in north
CU.' YARDS: 9.0
% AIR: 3.75%
half and southeast
corner) .
Test Weight Load - lbs. Age
Date ,'- ~,- MarlC" 'J':' Pounds per sq. in. Averaqe Tested
04/10/96- set2 ' '.r ~I._t , : "'28.5 3820 7 day
05/01/96 -. '28; 6 4670 28 day
05/01/96 28.6 4640 4655 28 day
cyl only
Note: Advised Dave with John Hyland Const. of on-site test results.
cc:
John Hyland Construction
EWEB - Ron Wilson
. 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.
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BRA U N I N T E RT E C NOR T H W EST
Inspecting Engineers--Chemists
2285:. NUGGET WAY
EtJGE~E, OR 97403
Phone: (503) 746-9649
FAX: 746-7163 .
CONCRETE COMPRESSION TESTS
TESTED FOR:Eugene Water and Electric Board
CAST BY:our rep. R. Aliperti
PROJECT:.EWEB ,HaYgen _Bridge Raw Water Intake
~ ADDRESS:3_~~7_,~arcola Roa-d'
- , . . - Springfie'ld, 'Oregon
TYPE OF SPECIMEN:6 x 12
psi, 4000 MAX SIZED AGGREGATE 3{4"
ADDITIVES:AEA
SOURCE:Morse Bros. ,Inc.
PRODUCT CODE:080040
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960123
REPORT NO:12-046-5877
P . O. NO ;li..!l}J17
~ PERMIT-.NO: 960i1:9
DATE MADE: 04{rh/96
DATE REC'D:04{04{96
SACK MIX
SLUMP:3 1{4"
TICKET NO: 514338 AIR TEMP: 62
LOAD NO: 2 CONC TEMP: 62
LOCATION OF POUR:Roof slab (Load
TIME:' 1: 25 pm
WEATHER:PtCloudy
2 placed in south
CU. YARDS: 2.50
% AIR: 4.0%
half and southwest
corner) .
Test Weight Load - lbs. Age
Date Mark Pounds per sq. in. Averaqe Tested
04{10{96 set3 27.9 3080 7 day
05{01{96 28.0 3820 28 day
05{29/96 56 day
cyl only
Note: Advised Dave with John Hyland ,const. of on-site test results.
cc: John Hyland Construction
EWEB - Ron Wilson
city of Springfield
Morse Bros. ,Inc.
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. .
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.B R A U N I N T E 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:John Hyland. Construction
CAST BY:our rep. R. Aliperti
PROJECT:EWEB Hayden Bridge Raw Water Intake
/ADDRESS: 3997 M,ircola, Road
. - - springfreild, 'Oregon
TYPE OF SPECIMEN:6 x 12
psi, 4000 MAX SIZED AGGREGATE 3/4"
ADDITIVES:AEA
SOURCE:Morse Bros.,Inc.
PRODUCT CODE:080040
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960091
REPORT NO:12-046-5875
P.O.,_ NO:96-3
PERMITNO:~?01l9
"DATE MADE:04/'03/9"6
DATE REC'D:04/04/96
SACK MIX
SLUMP: 3"
TICKET NO: 514334 AIR TEMP: 62
LOAD NO: 1 CONC TEMP: 60
LOCATION OF POUR:Roof slab (Load
TIME: 12:25 pm
WEATHER:PtCloudy
1 placed in north
cu. YARDS: 9.0
% AIR: 3.75%.
half and southeast
corner).
Test Weight Load - lbs. Age
Date Mark Pounds per sq. in. Averaqe Tested
04/08/96 set1 28.4 3430 5 day
04/10/96 28.3 3500 7 day
05/01/96 28.4 4210 28 day
cyl only
Note: Advised Dave with John Hyland Const. of on-site test results.
cc: John Hyland Construction
EWEB - Ron Wilson
City of Springfield
Morse Bros.,Inc.
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INT~NDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
OJLD-OI/9
BRA UN I N T ~ R T E C NOR T H W E S:T
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone~ (503) 7~6-9~49
FAX: 746-7163
CONCRETE COMPRESSION TESTS
TESTED FOR:John Hyland Construction
CAST BY:our rep. D. smith
PROJECT_:.EWEJ:l:;:II_ayden _Br idge Intake Pu,mp
iADDRESS:3997 Marcola Road
.. ..;....;.. ~.-..,--_.-.
Spr ing'f ierd ,Oregon
TYPE OF SPECIMEN:3 x 6
psi, 2500 MAX SIZED AGGREGATE 3/4"
ADDITIVES:
SOURCE:Morse Bros.,Inc.
PRODUCT. CODE: 08.007-G
CONDITION OF STORAGE:ASTM
PROJECT NO..: EBXX960091
REPORT NO:12-036-5835
,P.O. NO:~6-3 .. ._
PERMIT' NO:9601l9 ,
DATE MADE':'03:/21/96
DATE REC'D:03/22/96
SACKMIX7
SLUMP: 10"
TICKET NO: 513855 . AIR TEMP: 61 TIME: 12:10 pm CU. YARDS: 4
LOAD NO: 1 CONC TEMP: 65 WEATHER: clear '% AIR:
LOCATION OF POUR:South~all of raw water building.
"
Test Weight Load - lbs. Age
Date Mark Pounds per sq. in. Averaqe Tested
03/28/96 1940 7 day
03/28/96 1990 19'65 7 day
04/18/96 19.3 2730 28 dya
04/18/96 19.1 2700 2715 28 day
cyl only
Note: Advised Little Mike's Masonry superintendent of on-sit~ test results.
cc: John Hyland Construction
EWEB-Ron Wilson
city of Springfield
Morse Bros., I:nc.,
" ,~
_._--- ----
; : :':;: ~
THIS REPORT IS SUBMITTED AS THE CONFIDEN~IAL 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.
qlD-Oll~
BRAUN
I N ~ E R T E C NOR T H W
Inspecting Engineers--Chemists
. 2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
EST
, .
CONCRETE COMPRESSION TESTS
TESTED FOR:John Hyland Construction
CAST BY:our rep. R. Aliperti
PROJECT:EWEBnHayden.Briqge pumping Plant
. ADDRESS :-3"~9]_Marcola ..Road
Springfield, Oregon
TYPE OF SPECIMEN:3 x 6 grout
2500 psi, 3/8" MAX SIZED AGGREGATE 7.0
ADDITIVES:AEA
90URCE:Morse Bros., Inc.
PRODUCT CODE:08007
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960091
REPORT NO:12-036-5827
P.. O. NO: 96.,.3 ...
( PERMIT~NO:96'oif9:
DATE MADE:03/~9/96
DATE REC'D:03/20/96
SACK MIX
SLUMP: 10"
TICKET NO:
LOAD NO:
LOCATION OF
513749 AIR TEMP: 62
1 CONC.TEMP: 63
POUR: North, East, and
TIME:12:15 pm CU. YARDS:9.0
WEATHER: Cloudy % AIR:
West 14' high CMU Walls.
Test
Date
03/26/96
03/26/96
04/16/96
04/16/96
Weight
Pounds
Average.
Load - lbs.
per Sq. in.
2120
2400
Mark
22,60
22.4
22.8
3170
3230
3200
: r
"
.>':;
cyl only
!I
Note: Masonry Contractor advised of on-site test results.
cc: John Hyland Construction
EWEB - Ron Wilson
City of Springfield
"
~ '.. . .
"
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