HomeMy WebLinkAboutPermit Field Test & Inspection Report 1996-5-15
BRAUNSM
INTERTEC
B~un Intertec No~west
2285 Nugget Way
Eugene, Oregon 97 A03 ..
541.746-9649 fax: 746-7163
Engineers and Scientists Serving
the Built and NatUral Environments
May 15, 1996
Project EBXX-95-0068
Report E56819
Mr. Charles Kreussling
Shorewood Packaging Inc.
55 Engineer's Lane
Farmingdale, New York 11735
5rol~
Re: Shorewood Packaging ~ Springfield, Oregon - B.P. No. ~S0144- P.O. NI\' 63493
. ,
Subject: Results of field density tests performed by our representative on May 14, 1996, at the
above referenced project.
Report: Field Density Tests - Nuclear Densimeter - all tests pe~formed at fipished grade of
base rock under asphaltic concrete.
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.:\{\.MiiiSture:{...{....
Office Parking Lot West Side of Oflice Building
random test' in SW Quadrant
random test in SE Quadrant
random test in NE Quadrant
132.4
134.1
130.8
7.6
8.1
6.8
96.6
97.8
95.5
:1
I
I
II random test in NW Quadrant
I
110' W ofE end
I 60' W ofEend 131.0 6.0 95.6 1
25' E of W ~d 133.5 7.6 97.4.
'-Iote: MOlsture/Denslty RelatIOnship ot 137.0 Ibs.lcu.tt. 'at 10.2% mOIsture was furmsheally
Egge Sand & Gravel (3/4"-0 crushed aggregate).
135.1
8.6
98.6
East Driveway to Office Building - Near Center of Roadway
I
134.1
7.6
97.9
Sincerely, .
//I.J.../J}o/P2J
Michael L. Meyer, Manager ~)
. Eugene Branch-
"
c: Shorewood Packaging Inc.- Bob Reeves
Boucher Mouchka Larson Architects
Chambers Construction Co.'
City of Springtield
KPFF Consulting Engineers-Chris Thompson
c:\wp51 \rcports\fdts\sho56819 .sho
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.BRAUNSM
INTERTEC
h4y J
. . 11996
Braun Inte~ Northwest
2285 Nugget Way
Eugene, Oregon 97403
541.746-9649 fax: 746-7163
Engineers and SCientists Serving
the Built and Natural Environments
May 10, 1996
Project EBXX-95-o068
Report E-56777
Mr. Charles Kreussling ,
Shorewood Packaging, Inc.
55 Engineers Lane
Farmingdale, New York 11735
Re: Sho~ewood Packaging
_- -50rrnternliiional Way
Springfield, Oregon
B.P. No. 95~0144A I P.O. No. 63493
Dear Mr. Kreu~sling:
Subject:
Results of Moisture Emission tests performed by our representative between
May 03, .1996 and May 06, 1996 (65 hour exposure time) at the above
referenced project.
Lobby -- 15' north of south wall, . 30.0 ..33.6 '6.27
near east wall
Demonstration Room,S' north of 29.7 33.4- 6.19
door, near east wall
I West Office Room - 5' west of 29.9 . 33.5 6.27
door, near north. wall . .
I Executive Secretary Room - 4' 29.5 . 32.6 5.19
north of south wall, near wesl"wall
I Mens East Bathroom - 4' east of 29.6 33.1 5.86
door, near south wall
Production Planning Office - 6' 30.6.__ 33.9 '5.52
north of south wall, near east wall "h>, __."_.
.~ ' :".} ~
.. .
. ., -, ~ , '.'t...,.
_ Remarks:
, ",. . '
'Moisture einission~ were determined using Taylor Tools#625'Calcium'.:"':'
Chioride Moistl\re Test Kits: . ". -' .,,_." ,. ~,' -. ---.'--C'
.
.,
'-
Shorewood Packaging
Project EBXX-95-0068
Report E-56777
May 08, 1996
, Page 2
Sincerely,
/l7 ~ f!2Lt-.~)
Michael L. Meyer, Manager
Eugene Branch
c: Boucher Mouchka Larson
Shorewood Packaging - Bob Reeves
Chambers Construction
City of Springfield
KPFF Consulting Engineers
BRAUNSM
I NTE RTEC
Braun I"fertee Northwest
2285 Nugget Way
Eugene, Oregon '97403
503-746.9649 Fax: 746-7163
Engineers and Scientists Serving
the Bu;/r and Nafural Environments
REPORT OF FIELD
CONCRETE INSPECTION
Date: March 28 1995
Project: EBXX-95-0068
Client: Mr. Charles Kreussling
Shorewood Packaging Inc
55 Engineers Lane
Farmingdale, New York 11735
P.O. No. 63493
Project Description:
Shorewood.Packaging
Springfield,Oregon
600 I~~
3 1/2"
500
2u.Yds;Pour~d .
.......-..-.......--...--..................-...
:12-035-47~'
I
I
I,
I
.1
590
03~24-95
950144
Morse Bros., Inc.
4 (6xI2)
19.25
Forms
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W~iith~tIII"..'i....'..'.".." .
,
Showers
4000 psi placed
. 3/4" max agg.
AEA
Continuous and pad footings: on line B, from I to 7.
REINFORCEMENT: Rebar placed and maintained as per approved prints.
REMARKS:
Contractor formed and poured a continuous fOOling constructed as per
detail 4/S5.1 instead of thickened slab edge as per detail 10/S5.1 at B2.3
and B3.9 and on line B, from 4 to 7. Slab dowels were installed
approximately 9" deep into continuous footing. Also, three (3) #5 dowels
were installed at B3.2 and B4 for tie-in to office footings.
Concrete placed directly from truck and was mechanically vibrated. .
Inspector:
M. Meyer #480
c: Shorewood Packaging - Bob Reeves
Boucher Mouchka Larson Architects
Chambers Construction Co.
City of Springtield
C :\wp51 \rcports\insp\sho4 795 .sha
BRAUN
I NT E R T E C NOR TH WE.S T
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
INC.
CONCRETE COMPRESSION TESTS
TESTED FOR:Shorewood Packaging Inc.
CAST BY:our representative M. Meyer
PROJECT:Shorewood Packaging
ADDRESS: Springfield, oregon
'5D:) \ rrTdnatl~
TYPE OF SPECIMEN:6x12 cylinders
4000 psi, 3/4" MAX SIZED AGGREGATE
ADDITIVES:AEA
SOURCE:Morse Bros., Inc.
PRODUCT CODE:080040
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX950068
REPORT NO:12-935-4795
P. O. NO: 63493,1
\ PERMITN'O:950i44
DATEMADE:03/24/95
DATE REC'D:03/25/95
SACK MIX
SLUMP:3 1/2"
TICKET NO:
LOAD NO:
LOCATION OF
132583 AIR TEMP: 50
2 CONC TEMP: 59
POUR:Continuous and
TIME:12:25 am
WEATHER: Showers %
pad footings on line
CU. YARDS:9.75/19.25
AIR:
B, from 1 to 7.
,
.'
Test
Date
03/31/95
04/21/95
04/21/95
Weight
Pounds
28.7
Averaqe
Load - lbs.
per sq.. in.
4440
Mark
28.7
28.7
5480
5410
5445
w/c
insp
cc: Shorewood Pack.-Charles Kreussling
Boucher Mouka Larson
ShorewoodPack.-Bob Reeves
Chambers Const.-Doug
city of Springfield
Morse Bros;, Inc./KPFF Consulting
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
28 day
28 day
hold
';~
BRAUNS.
I NTE RTEC
March 03, 1995
Mr. Charles Kreussling
Shorewood Packaging, Inc.
55 Engineer's Lane
Farmingdale, New York 11735
Dear Mr. Kreussling:
Re: Shorewood Packaging
International Way
Springfield, Oregon
PROJECT INFORMATION
Braun Intertec Northwest
2285 Nugget Way
Eugene, Oregon 97.403
503-746-9649 Fax: 746-7163
Engineers and S~;entists Serving
,he Built and Natural Environments
Project No. EBXX-95-<J068
Report E- 54662
~oo \ ntcr"(~h~
REPORT
Contractor is continuing site clearing and topsoil
removal. 'Scrappers' are now being used to cut and
remove existing materials to near designated finished
subgrade elevation. 'Cats' are being used to make
final cut to subgrade. Contractor was advised to
minimize heavy equipment travel in building area and
to avoid repetitive passes over the same route.
Stability of exposed sub grade in west third of
warehouse was checked by proof-roll using a loaded
double"axle dump truck weighing approximately
42,000 pounds. Very minor to moderate deflection
and tracking was visible under the wheel loads, due
in"part to the moisture content of the soils and the
compression of the disturbed surface materials. I
Placement of imported clean bar-run gravel began in I
west third of building area in mid-AM and continued
throughout the day. Material is being spread in lifts
and compacted with single 36" drum self propelled
vibratory roller. Compaction levels will be verified
by proof roll after initial lifts are completed.
Contractor was advised to keep truck traffic only in '
areas with sufficient fill in-place to prevent
disturbance to subgrade. Excavation of swale west of
press area is in-progress. Logs, stumps, wood
debris, saturated and unstable materials are being
encountered and removed off-site.
... .,:::..::...
S incerel y ,
A,~~.
Michael L. Meyer, Manager
Eugene Branch
c: Shorewood Packaging - Bob Reeves
Boucher Moucka Larson Architects
Chambers Construction
City of Springfield
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,
Shorewood Packaging
Project EBXX-95-OO68
Report E-5~2
March 03, 1995
Page 2
Dewatering operations are keeping recently excavated
area relatively free of running water.
John Tyler (Chambers) requested recommendations
for construction in swale area east of press and east
roadway for figuring quantities and cost estimates.
Advised Mr. Tyler that swale in building areas should
cleared of all unsuitable materials as is being done
west of press area, and that roadway area may not
need quite as much excavation, but could not be fully
addressed until excavation begins in thaI area.
BRAUNSM
INTERTEC
March 02, 1995
Mr. Charles Kreussling
Shorewood Packaging, Inc.
55 Engineer's Lane
Farmingdale, New York 11735
Dear Mr. Kreussling:
Re: Shorewood Packaging
International Way
Springfield, Oregon
Braun Intertec Northwest
2285 Nugget Way
Eugene, Oregon 97.403
503-746-9649 Fax: 746-7163
Engineers and Scienf;sfs Serving
the Built and Natural Environments
Project No. EBXX-95-0068
Report E-54656
SOD \ T\-te\ ~\DYlcv\
PROJECT INFORMATION
Sincerely,
;/7. '{.!7j,
Michael L. Meyer, Manager
Eugene Branch
c: Shorewood Packaging - Bob Reeves
Boucher Moucka Larson Architects
Chambers Construction
City of Springfield
c:\wpSl \reports\insp\Sho54656.Sho
REPORT
Contractor is continuing tree and topsoil removal in
building area. Met with Chambers and Egge
representatives and Charles Lane (Braun) to discuss
and observe existing conditions in swale area. After
observing excavation of a test pit and dewatering an
area on the west side of the press area, Mr. Lane
recommended removal of all unsuitable materials
(trees, stumps, wood debris and soft, s~turated soils)
to stable native silts andlor gravels. (Mr. Lane's site
visit will be documented on a separate report). Other
items discussed include subgrade protection, fill
placement and compaction operations. . Also, based
on information received, it is our understanding that
no matter what present elevations are, a minimum of
12" of topsoil is to be removed and a minimum of 3
feet of imported fill materials is to be placed in the
building area.'
BRAUNS'
INTERTEC
March 01, 1995
Mr. Charles Kreussling
Shorewood Packaging, Inc.
55 Engineer's Lane
Farmingdale, New York 11735
Dear Mr. Kreussling: .
. Braun I"tertec Northwest .
2285.Nugget Way
Eugene, Oregon '97403
503,746-9649 Fax: 746-7163 .
Engineers and Scientists Serving
the Buitt and Natural Environments
Project No. EBXX-95-0068
Report E-54648
Re: Shorewood Packaging
International Way - Springfield, Oregon
5DO \ntcrra+\~
PROJECT INFORMATION
Sincerely,
/JJ 7( (77
Michael L. Meyer; Manager
Eugene Branch
c: Shorewood Packaging - Bob Reeves
Chambers Construction
City of Springfield
Bouchka Moucka Larson Architects
REPORT
Met on-site with contractor's "representatives
(Chambers Construction and Egge Sand & Gravel) to
review anticipated sitework operations and
procedures. Presently, a staging area is being
developed between the future office area of the
building and International Way. Based on the on-site
conversations and the anticipated pad development
procedures, a test pit was excavated in the existing
swale area near the south warehouse building line to
determine the stability and competency of the existing
materials. Loose silts, wood debris, root systems and
saturated clays were encountered. A high volume of
groundwater flow was located approximately 2.5'
below the existing grade of 420.0'.. All parties
present were advised that the materials encountered
do not appear suitable for support of the building pad.
Based on the response from the contractor's, this
advise is contrary to what was originally anticipated I
for construction on the existing materials. It was
determined that the project soils engineer should visit
the site and a meeting was set up for February 27,
1995. '
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