HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-3-10
l'.... Cfi. .,Information
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Client:
Address;
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
Placement Data:
Loading dock ramp slab on grade and approach
COMPRESSION REPORT
G~/J{150\
SPRINGFIELD OFFICE
Project No.: 722.90008-24
Proj. Name: Jerry's-Warehouse Renovation
LocationS . i525 Olympic Street>
\..---'
Springfield, Oregon
Material: Concrete
Location Sampled At:
Southwest corner
Date Cast: 02/17/09
Ticket No.: IMiX No.:
3352945 2450V02200
Date Rec'd; 02/18/09
Weather:
Overcast
Design Strength (psi):
Cylinder No.
09.0533
09-0534
09.0535
09.0536
required 5,000 _
Test Date
Field Cure
(days)
lab Cure
(days)
Yardage
load: 2
Total: 9/27
ISUPPlier:
Knife River
Slump (in.): ASTM C143
Max. Aggr. Size:
Air Content: ASTM G231
Air Temperature (F):
Material Temp. (F): ASTMC1064
Max Temp (F);
Min Temp (F):
Specimen Size:
Unit Weight (pet): ASTM CI38
Time Cast: 11;05 AM
Additives: AEA.
Results Reported To:
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
March 10, 2009 CCB#176269
Date:
B.P. No.:
P.O. No.:
Cast By:
Z4175LD
Pete Furlong
Age (days)
2/24/2009
3/17/2009
3/17/2009
Hold
Compressive Strength Data ASTM C39
placed 5.000
Diameter or
Dimensions
(inches)
Cross Sect. Area Cylinder WT.
(s.i.) (Ibs.)
Compo Strength
Max. Load (Ibs.) (psi) Fracture Type *. Test Time
C617 C1231
Field Test Data
61/2"
1 1/2"
4.5%
560
690
6x12
Curing Conditions:
ASTM
7
28
28
H
6
27
27
H
Contractor
Capping Method
5.99
109,165
x
28.21
28.5
/-0.872/ I
~ I
I I
I I
3
12:20 PM
H 1 - Cone (bo"th ends) 2 - ConeNertical Cracks (one end) 3 - Columnar 4 - Diagonal wIno eraeking"'al ends 5 _ Side frae ures (altop of bottom)
Remarks:
c: City of Springfieid
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzier Engineering - Scott Metzler
These resuits relate only to the specific samples tested and may not be indicative of other locations. This report cannot be reproduced, except in full.
without written permission by Professional Service Industries, Inc.
#... ~.lInformation
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Client:
Address:
. .
COMPRESSION. REPORT
;--
ci-(6q~
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
Project No,: 722.90008.10
Proj. Name: Jerry's-Warehouse Renovation
Location:
Date;
B.P. No.:
P.O. No.:
Cast By:
2525'Olympic Street
Springfield, Oregon
Slump (in.): ASTM C143
Max. Aggr. Size:
lAir Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM GI064
Max Temp (F):
Min Temp (F):
,
Specimen Size:
Unit Weight (pet): ASTM C 138
Time Cast: 11 :30 AM
Additives:
Results Reported To:
Field Test Data
63/4"
3/4"
Placement Data:
Truck ramp walls inside of new building
Material: Concrete
Location Sampled At:
Center of west wall
Date Cast: 02/03/09
Ticket No.: IMiX No.:
3354083 2430NF;;200
........
jlaad:
ITatal:
Supplier:
Knife River
Date Rec'd: 02/04/09
Weather:
Yardage
2
9/27
Clear
510
5r
4x8
Curing Conditions:
Contractor
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
March 3, 2009 CCB#176269
Z4175LD
Dale Russell
ASTM
DesiQn StrenQth (psi):
required 3,000
Compressive Strength Data ASTM C39
placed 3,000
Cylinder No.
09.0375
09.0376
09"0377
09.0378
Test Date
Field Cure
(days)
Lab Cure Diameter or
(days) Dimensions
(inches)
6 4.00
27 4.01
27 4.02
12.57
12.63
12.69
Age (days)
Cross Sect. Area
(s.L)
2/10/2009 .
3/3/2009
3/3/2009
Hold
7
28
28
H
1
H
3 - C"oluninar 4 - Diagonal wino cracking at ends
*:. 1 - Cone (both ends) 2 - ConeNertical Cracks,(one end)
Remarks:
C'
City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarc2:yk
Met2:ler Engineering - Scott Met2:ler
Cylinder WT.
(lbs:)
Camp, Strength
Max. load (Ibs.) (') , Fracture Type H
p"
Test Time
Carring Method
a.5
8.4
8.5
2,470
3.380
3,520
C617 I C1231
5 1'2:39 PM X
2 9:55 AM I X
4 9:59 AM .1 X
1
31,100
42,665
44,660
5 - Side fractures (al top of bottom) 6 - Top fractures (same as #5 but end of cylinder is pointed)
R:gsctfUIlY SU~~:~~d;n
Pr . S;O~;;;~dustrieS, Inc.
S eve Wilder .
Laboratory Supervisor
These results relate only to the specific samples tested and may'not be indicative of other locations. This report cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc.
)
l"'~;l Information
",..,. .To Build On
Engineering . Consulting. Testing
DAILY FIELD REPORT
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Date Performed: .
Client:
February 3, 2009
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
Report Number:
722-90008-11
Project Name:
Jerry's-Warehouse Renovations
2525 Olympic Street
Springfield, Oregon
Project Location: .
P.O. No.;
Type of Inspection:
Z4175LD
Epoxy
Building Permit No.: COM2008-01595
Weather: Inside
Field Observations and Comments
Performed continuous inspection during the installation of #4 epoxied rebar dowels in the following locations: section at
HSS post bases (SK-2) 6 total (3 on each side of door opening). Prior to installation the predrilled holes were cleaned
using a nylon brush and compressed air. Verified minimum embedment depth of 6 inches. The above listed epoxy
anchors were installed using Hilti Hit 150 epoxy. The epoxy anchors were installed in accordance with latest revisions
dated 1/31/09 from Metzler Engineering. To the best of our knowledge, the work inspected was in accordance with the
building department approved design drawings, specifications and applicable workmanship provisions of the
International Building Code. Contractor was asked to notify our office when additional services are needed.
Inspector; Raymond Aliperti, ICC #1017075-88
CCB#176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted, .
Professional Service Industries, Inc.
Edd~;~
Project Manager
c: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler .
THIS-REOQRT I) DCr"'\'"n~n r::np Tl-lr:: INr::nt:1MAT/(}N OF THE CI/FNTONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
Professi<J');l\~~~W!l,'lvlm;P'rWtltl&,stmIJoyLStT1"lg"""gfie\<!fEJml/&Wf{._~~9M!l1"/f'IWY~mlffi.fj g~OHIBITED.
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Engineering. Consulting . Testing
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DAILY FIELD REPORT
Date Performed; February 13, 2009 Report Number; 722-90008-17
Client: Ms. Lauretta Davies Project Name: Jerry's-Wareh()us~ Renovations
Jerry's Home Improvement
P.O. Box 2611 Project Location: 2525 Olympic Street
Eugene, Oregon 97402 Springfield, Oregon
P.O. No.: Z4175LD Building Permit No.: COM2008-01595
Type of Inspection: Epoxy Weather: Clear
Field Observations and Comments
Performed continuous inspection during the instaliation of (88) #5 epoxied rebar dowels in the following locations: slab
at loading dock. Prior to installation the predrilied hoies were cleaned using a nylon brush and compressed air. Verified
minimum embedment depth of 6% inches. The above listed epoxy anchors were installed using Hilti Hit-RE 500SD
epoxy with ICC #2322. The epoxy anchors were installed in accordance with approved job-site plans. To the best of
our knowledge, the work inspected was in accordance with the building department approved design drawings,
specifications and applicable workmanship provisions of the International Building Code. Contractor was asked to notify
our office when additional services are needed.
Inspector: Pete Furlong
CCB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
t# ~d"""'" ".
Raymond Aliperti
Project Manager
c: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY MeTHOD, AND ITS TRANSMITTAL TO A THIRD
P4t:1TY J:lV ANY MFANf:: FXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.. 1040A Shelley 51.. Springfield, OR 97477. Phone 541f746-9649. Fax 541/746-7163
l"'~;1 Information
,.,~. .To Build On
Engineering . Consulting . Testin9DAIL Y FIELD REPORT
re(~h1~d
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'.n' _.. ,_.~ .. .._... --.. '
Date Periormed:
February 3, 2009
Ms. Lauretta Davies
Jerry'.s Home Improvement
P.O. Box 2611
Eugene. Oregon 97402
Report Number:
722-90008.12
Client:
Project Name:
Jerry's-Warehouse Renovations
2525 Olympic Street
Springfield, Oregon
Project 'Location:
P.O. No.:
Type of Structure:
Type of Inspection:
Z4175LD
Permit No.:
Weather:
COM2008-01595
. Inside
Reinforcing Steel, Reinforced
Concrete and Concrete Forms
Field Observations and Comments
Performed visual mspection of reinforcing steel at the following locations: truck ramp walls inside of new building.
Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was
secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with
approved design drawings, specifications and engineering approval for as-built. Performed visual inspection durinG
placement of concrete in the locations listed above. Concrete was pi aced by pump and mechanically consolidated.
Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional
services are needed. To the best of our knowledge, the work inspected above was in accordance with the building
department approved design, drawings, specifications and applicable workmanship provisions of the International
Building Codes.
Set #1
Knife River
2430NE5200
63/4"
Tvne of Mat!illa!
Supplier
Mix#
Slump
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total Yardage Placed
Inspector: Raymond Aiiperti, ICC #1017075-88
CCB# 176269
510
57"
11:30AM
3,000
4
10.75
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
~fessio;:( Service Industries, lnc.
~A~P~
Project Manager
cc: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY,'BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SE~VICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.. 1040A ~helley St.. Springfield, OR 97477. Phone 5411746-9649. Fax 5411746.7163
l"'~;l Information
,.,~. .TO Build On
Engineering. ConsuH/ng . Testin90AIL Y FIELD REPORT
r@(:~v@d
'!-J//(,,-oq 1
Date Performed:
February 11 , 2009
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
Report Number:
722-90008.15
Client;
Project Name:
Jerry's-Warehouse Renovations
2525 Olympic Street
Springfield, Oregon
Project Location:
P.O. No.:
Type of Structure:
Type of Inspection;
Z4175LD
Permit No.:
Weather:
COM2008.01595
Overcast
Reinforced Concrete
Field Observations and Comments
Performed visual inspection of reinforcing steel at the following locations: slab on grade reinforcing at the pour back area'
at gridline C to C.1 at 7.5 to 9,~C.9 to D at 7.5 to 9 and F.1 to D at 7.5 to 7.8 prior to placement of concrete. Reinforcing
steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured
using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed ih accordance. with latest revisions
dated 10/24/08. Performed visual inspection during placement of concrete in the locations listed above. Concrete was
placed by boo'm pump and mechanicaliy consolidated. Cast one (1) set of four (4) (4x8) concrete test cylinders.
Contractor was asked to notify our office when additional services are needed.
Tvoe of M~ Set #1
Supplier Knife River
Mix # 50V02200
Slump 6"
Air Content 5.5%
Ambient Temperature 380
Material Temperature 560
Time Placed 9:20 AM
Design Strength (psi) 5,000
Number of Samples 4
Total Yarda!'le Placed 27
Inspector: Glenn Meek Jr, ICC #5071538-49
CCB# 176269
If you have any questions regardin9this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
pf(}fessi~~U Service Industries, Inc.
J~'Ali~
Project Manager
cc: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
pr~feSSionar Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 541f746-9649. Fax 541(746-7163
l ~~;l Infonnation
f'I~. .To Build On
Engineering . Consulting . Testing
DAILY FIELD REPORT
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{r~~I/P_(}1__
Date Performed:
Client:
February 6, 2009
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon' 97402
Report Number;
722.90008-14
Project Name:
Jerry's-Warehouse .Re,novati ons
. .
Project Location:
2525 0lympic'Street
Springfield, Oregon
P.O. No.:
Type of Inspection:
. Z4175LD
Epoxy
Building Permit No.: COM2008-01595
Weather: Inside
Field Observations and Comments
Performed continuous inspection during the installation of (137) #5 epoxied rebar dowels in the following iocations:
loading dock pour back slab, north side, west end and south side. Prior to installation the predrilled holes were cleaned
using a nylon brush and compressed air. Verified minimum embedment depth of 6 inches. The above listed epoxy
anchors were installed using Hilti Hit-Hy 150 epoxy with ICC #5193. The epoxy anchors were installed in accordanCe
with approved job-site plans. To the best of our knowledge, the work inspected was in accordance with the building
department approved design drawings, specifications and applicable workmanship provisions of the International
Building Code. Contractor was asked to notify our office when additional services are needed.
Inspector: Pete Furlong
CCB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted, .
Professional Service Industries, Inc.
~'~a~
Raymond Aliperti
Project Manager
c: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT, BYANY METHOD, AND ITS TRANSMITTAL TO A THIRD
c~crv /:IV ~^'V W=^"'t:: ;:yrFPT IN ~IIII WITH()/JT THF WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc. -1040A Shelley 51.. Springfield, OR 97477. Phone 541/746-9649. Fax 541n46-7163
l ra ~;l Information
II"'. .To Build On
Engineering. Consulting. Testing
~
ece
[-h_Id1_
March 13, 2009
Ms. Lauretta Davies
Jerry's Home improvement Center
P.O. Box 2611
Eugene, Oregon 97402
Subject:
Final Summary Report'
Jerry's Warehouse Renovations
2525 Olympic Street .
Springfield, Oregon
Building Permit Number: ,COM2008-01595 ~
Project Number: 722-90008'26'
Dear Ms. Davies:
Professional Service Industries, Inc. (PSI) is writing this letter to document that, in accordance with
Section 1701 of the State Building Code, representative(s) from our firm have performed special
inspection during construction for the above listed project.
Our project file indicates that the PSI Special Inspection activities listed below were conducted as
scheduled from January 12, 2009 through March 13, 2009. This letter represents a summary of work
, observed and reported by the PSI representative and the resolution of any documented noncompliance,
+Soils Observation
+Field Density Testing
+Epoxy Anchor Inspection
+Reinforcing Steel Inspection
+Reinforced Concrete Inspection
+Structural Welding Inspection
To the best of our knowledge, the special inspections referenced herein were performed by our firm in
general accordance with the requirements, approved plans and specifications, provided change orders
that impacted plans andlor specifications, and applicable workmanship provisions of the State Building
Code and Standards.
For specific details regarding our inspection services, please reference our previously submitted reports
numbered 722-90008-1 through 722-90008-25.
If you have any questions or if we can be of further assistance, please do not hesitate to call.
Sincerely,
~'~JIid''';~' ,,,
~~ith
Branch Manager
~,g}fJ
Project Manager
RV Afrva
cc: City of Springfield
Chambers Construction - Dave Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering
Professional Service Industries, tnc. -1040A Shelley St.. Springfield, OR 97477. Phone 5411746.9649. Fax 541/746-7163
lnieillnjonnation
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FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
-':..... '.
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
Client: Ms. Laurella Davies
Address: Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
c'i
Project No.: 722-90008-13
Project: Jerry's,McKenzie Field Improvments
r ............
Project 25250lympic:Streel
Location: Springfield, Ore9on:
Equipment: Troxler: 3430 SN: 61109
Date Performed;
P.O'-No.:
B.P. No.:
Technician:
Pete Furlong
February 6, 2009
Z4175LD
Laboratory Soil I Aggregate Data:
Moisiure Density Relationship of 132 IbsJcu.ft., at 10.5% moisture was supplied by supplier for Delta Sand and Gravel 314".0 (T.180).
Test No.
Approximate Test location
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 706 DS 3008)
Approximate Test
Elev.
Loading dock pour back slab - northeast corner" FRG
2 Loading dock pour back slab - northwest corner FRG
3 Loading dock pour back slab - west end, north side FRG
4 Loading dock pour back slab - west end, south side FRG
5 Loading dock pour back slab - southwest corner FRG
6 Loading dock pour back slab - southeast corner FRG
Tests performed at finished 9rade of base rock at listed locations above.
Tests were reported to Jason with Chambers Construction.
c: Cily of Springfield
Chambers Construction. David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineerin9 . Scott Metzler
Probe Wet Density Dry Density Percent Percent Required Comments
Depth LBS/CU.FT. LBSICU.FT. Moisture Compaction Compaction
8" 136.8 129.8 4.8 98.3 95%
8" 138.0 129.6 4.8 98.2 95%
8" 143.5 136.0 5.5 103.0 95%
8" 141.4 133.8 5.7 101.4 95%
8" 139.1 132.3 5.2 100.2 95%
8" 137.0 131.6 4.1 99.7 95%
Respectfully Submitted
Professional SelVice Industries, Inc.
g~$~
Project Manager
THIS REPORT IS PROVIDED FOR THE INFORfo,fATlON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTYBY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
"ft ~;lInformation
Il~~~ .7bBuildOn
/i!!nf11ne". .,.., . c-.uItIng . 1liosUnf1
Client:
Address:
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
Project No.: 722.80276-23
/ f
s -,['71>'
~.1_~. -" Date:
B.P. No.:
P.O. No.:
Cast By:
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
March 9. 2009 CCB#176269
COMPRESSION REPORT
Proj. Name: Jerry's-Mc~~~.z!!lField.lmprovments
Location: -2525 Olympic Street, Springfieid,
Oregon
Pete Furlong
'P'lacement Data: Material:- Concrete
Monolithic Concrete Slab on Grade gridline E to J from 1 to 9
Field Test Data
Location Sampled At:
Fat 2
Date Cast: 01/12/09 Date Rec'd: 01/13/09
Ticket No.: I M~:;Oo~~2200 Weather:
3352286 Clear
Design Stren!lth (psi): req u ired
Cylinder No. Test Date Age (days) Field Gu're
(days)
09.0069 1/19/2009 7
09-0070 2/9/2009 28
09.0071 2/9/2009 28
09.0072 3/9/2009 56
Ya-rdage
Load; 10
ITo!al: 10
I$UPPlier:
Knife River
Slump (i'n.): AsrM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM C1064
Max Temp (F):
Min Temp (F):
Specimen Size:
Unit Weight (pef): ASTM C138
,Time Cast: 5:10 AM Curing Conditions:
Additives: AEA, Hot Water
R.esults Reported To: Contractor
5"
=
11/2"
5.0%
38
66
6 x 12
ASTM
-".......-
Compressive Strength Data ASTM C39
5,000 placed 5.000
Lab Cure Diameter or Cross Sect. Arec: Cylinder WT. - Compo Strength Fracture Type Carping Method
Oimensions Max. Load (Ibs.) Test Time
(days) (inches) (s.;.) (Ibs.) (psi)
C617-0J C12J1-0J
6 5.95 27.82 27.7 105,885 3.810 3 1:04 PM X
27 5.99 28.21 27.9 132,235 4,690 3 4:00 PM X
27 5.99 28.21 27.9 131,170 4,650 2 4:07 PM X
55 5.99 28.21 27.8 146,120 5,180 8:52 AM X
, ,
S - Side fractures (at top of bottom) 6
- Top fractu-res (same as its but end of cylinder IS [lo'inted)'.
R"':~J~:~~IIY Subm ted,
PI' ?i:..~;:Ji es Industries. Inc.
Sreve Wilder
Laboralory Manager
H f-Cone (both ends) 2 - Cone/Vertical Cracks (one end) 3 - Columnar 4-~ biagonal w no cracking at ends
Remarks; SET #2
c: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
lI'ft"tilfi. _lInformation
I.~~~ ToBuildOn
li!IIglrM ,ra, ,I I dl . CcNI8I. ,,;, ,Ill . 'I'L., .. "j , ,J
Client:
Address:
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
COMPRESSION REPORT
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield,Ore90n 97477
(541)746-9649 - (541)746-7163 fax
March 9, 2009 CCB#176269
G t 1~tj'5
Date:
Project No.: 722.80276-22
Proj. Name: Jerry's-McKenzie Field Improvments
Location:
Placement Data: Material: Concrs"ta
Monolithic Concrete Slab on Grade gridline E to J from 1 to 9
Location Sampled At:
Hat 1.5
Date Cast: 01/12/09 Date Rec'd: 01/13/09
Ticket No.: I ~;5NOO~~2200 Weather:
3160693 Clear
... a.
Desi!1n Stren!1th (psi): required
Cylinder No. Test Date Age (days) Field Cure
(days)
09.0065 1/19/2009 7
09.0066 2/9/2009 28
09.0067 2/9/2009 28
09.0068 319/2009 56
Yardage
Load: 3
Total: .10
Supplier:
Knife River
2525 Olympic Street, Springfield,
Oregon
Slump (in.): ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTMC1064
Max Temp (F):
Min Temp (F):
Specimen Size:
B.P. No.:
P.O. No.;
Cast By:
Pete Furlong
Field Test Data
51/4"
11/2"
5.5%
38
68
--
.~
6 x 12
Unit Weight (pcf): ASTM C138
Time Cast: 4:30 AM Curing Conditions:
Additives: AEA, Hot Water
Results Reported To: Contractor
Compressive Strength Data ASTM C39
5.000 placed 5,000
27.2 99,035
27.4 124,175
27.3 126,065
27.5 144,115
,
H 1 ~ Coile (both ends) 2 - ConeNertical CraL;(S (one end) 3 ~ Columnar' 4 - Diagonal wino cracking at ends
Remarks: SET #1
c: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
Lab Cure Diameter or
(days) Dimensions
(inches)
6 5.96
27 5.97
27 5.97
55 5.99
ASTM
Cross Sect. Area Cylinder WT. Max. load (Ibs.) Compo Strength Fracture Type Test Time
(53.) (Ibs.) (psi)
27.20
28.01
28.01
28.21
5 - Side fractures (at top of bottom)
Carping Method
C617-03
C1231-03
3,550
4,430
2
3
1:00 PM
3:50 PM
x
X
4,500 I 4 3:56 PM X
5,110 I ...2 8:48AM X
6 - Top fractures (same as #5 but end 01 cylinder is pointed)
Respectfully Submitted,
P~1efSiO?~J!r:::dUSlries. Inc.
51 fhilder
Laboratory Manager
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES
IjjSllionf;:::l:~n
/l!ngc "... ':I,J .~.T;;''''';.J
Client:
Address:
Ms. Lauretta Davies
Jerry's Home Improvement
PO. Box 2611
Eugene, Oregon 97402
COMPRESSION REPORT
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (54'1)746-7163 fax
March 6, 2009 CCB#176269
Project No.: 722-80276.42
c 7- {51~::
B.P. No.:
P.O. No.;
Cast By:
Proj. Name: Jerry's-McKenzie Field Improvments
Location: 2525 Olympic Street,'Springfield,
Oregon ".'.
Placement Data: Material: Concrete
Slab D to G between 9 and 10 On out side storage area
Location Sampled At:
D.5 at 9.5
Date Cast:
Ticket No.:
3354098
02/04/09 I Date Rec'd:
IMiX No.: I'Weather:
2450V022~0
02/05/09
Clear
Slump (in.): ASTMC143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM C1064
Max Temp (F):
Min Temp (F):
Specimen Size:
Unit Weight (pct): ASTM C138
Time Cast: 5:15 AM Curing Conditions:
Additives: AEA, Hot Water
Results Reported To: Contractor
Yardage
Load: 1
Total: 10
IsuPPlier:
Knife River
.~esign Stren~th (psi);
required
Compressive Strength Data ASTM C39
5,000 placed 5,000
Cylinder No.
09.0383
09.0384
09-0385
09.0386
Test Date
Field Cure
(days)
Lab Cure
(days)
Age (days)
2/11/2009
3/4/2009
3/4/2009
H
7
28
28
H
1
Pete Furlong
Field Test Data
6"
1112"
5.0%
34"
62"
6 x 12
ASTM
Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type Capping Melhod
Dimensions Max. Load (Ibs.) Test Time
(inches) (5.1.) (lbs.) (psi)
C617-03 C1231-03
5.94 27.73 28.3 120.995 4,360 3 1:00 PM X
5.98 28.11 28.3 149,620 5,320 2 9:24 AM X
5.99 28.21 28.1 158,605 5,620 9:34 AM X
6
27
27
H
3 - Columnar 4 - Diagonal w no cracking at ends -5 -- Side frac ures (at top'of bottom)
6 - Top fra'cture-s (same C',s #S-but end 0 cylinder' is pornled)
R~nectfullY Sub ted,
p/j ~'~ser es Indus/ries, Inc.
S ~ve Wilder
Laboratory Manager
-
u'1 - Cone {both ends} 2 ~- ConeNertical Cracks (one end)
Remarks:
c:
City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
{I-IIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y- THE REPRODUCTION OF THIS REPORT BY ANy METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
''''~.lInformation
I,~~~ .7bBuildOn
1&tgA, '" "Jtg. ~ 0 n..cIng
Client:
Address:
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
'Placement Data:
Slab on grade from A to D between 9 and 10
location Sampled At:
Bat 9.5
Date Cast: 02/05/09 Date Rec'd: 02/06/09
Ticket No.: 1~:5~~~2200 Weather:
3352759 Clear
Design Strength (psi): required
Cylinder No. Test Date Age (days) Field Cure
(days)
09.0425 . 2/12/2009 7
09.0426 3/5/2009 28 1
09.0427 3/5/2009 28
09.0428 H H
~. 1 - Cone (bo'th ends) i- Con",'tVertical tracks (one end)
Remarks:
c:
SPRINGFIELD OFFICE
COMPRESSION REPORT
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
March 6, 2009 CCB#176269
Project No.: 722-80276-43
Material: Concrete
Date:
. J . F' d I B.P. No.:
ProJ. Name: erry's-McKenzle lei mprovments
P.O. No.:
Location: 2~25 Olympic Street, Springfield, Cast By:
Oregon' . .. .,.- ---
- c. S- -17~ 7 Field Test Data
51/2"
11/2"
Pete Furlong
Slump (in.): ASTM C143
~ax. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM C1064
Max Temp IF);
Min Temp (F):
Specimen Size:
5.0%
38"
69'
Yardage
Load: 1
Total: 10
IsuPPlier:
Knife River
6 x '12
Unit Weight (pef): ASTM C138
'Time Cast: 5:15 AM Curing Conditions:
Additives: AEA, Hot Water
Results Reported To: Contractor
ASTM
Compressive Strength Data ASTM C39
5,000 placed 5.000
Lab Cure Diameter or Cross Sect. Area Cylinder WT. Camp. Strength Fracture Type Capping.Method
(days) Dimensions (s.i.) (Ibs.) Max, Load (Ibs.) (psi) Test Time
(inches) C617-03 C12Jl-0J.
6 5.98 28.11 28.2 113,180 4,030 2 2:45 PM X
27 5.99 28.21 28.3 141,905 5,030 3 7:56 AM X
27 5.99 28.21 28.3 151,240 5,360 6 8:03 AM X
H
3 ~ Columnar
4 - Diagonal w no cracking at ends
5 - Side frac ures (at top of bottom) 6 - Top fri:lclures (same as #5 but end.ot cylinder is pointed)
Re~l~:~u~'y Sub:1:~~
PI' I~al S~dUSlries. Inc.
rV Y
Steve Wilder
Laboratory Manager
City of Springfield
Chambers Construction - David Bakke
Robertson She~ood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE iNFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, is PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
l"'~;l Information
",..,. .To Build On
Engineering . Consulting . Testing
DAILY FIELD REPORT
Field Observations and Comments
Performed visual inspection of reinforcing steel at the following locations: 8" cmu line 9 from G to J and line J from 2 to 9
pilaster top out except very top coarse and column east of line 9. Reinforcing steel was checked for grade, size, lap,
placement and clearances where applicable. Reinforcing steel was placed in accordance with approved design
drawings, specifications and RFI #100. All cells were relatively clean and mortar projections are within the limits of the
International Building Code. Performed continuous inspection during placement of grout in the locations listed above.
Grout was placed by pump and mechanically consolidated. All cells were grouted solid. Contractor was asked to notify
our office when additional services are needed. To the best of our knowiedge, the work iDspected above was in
accordance with the building department approved design, drawings, specifications and applicable workmanship
provisions of the International Building Codes.
Jvoe of MaNti.aJ
Supplier
Mix#
Slump
Air Content
Ambient Temperature
. Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total YardaJle Placed
Inspector: David Smith, ICC #0877340-84
CCB# 1'76269
Date Performed;
Client:
February 26, 20.09
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
P.O. No.:
Contractor:
Type of Inspection:
Z4175LD
Masonry
Report Number:
722-80276-58
Project Name:
Jerry's-McKenzie Field
Improvements
2525 Oiymplc Street
Springfield, or:o~./ 1 {15
Overcast <--- 0
Project Location:
Permit No.;
Weather;
Grout
Knife River
247KG3ROOO
9"
420
520
2:30 PM
2,500
6.5
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
r;t{raJ;; Industries, Inc.
Raymond Aliperti
Project Manager
cc: City of Springfield
Chambers Construction - David Bakke
. - Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND/TS TRANSMITTAL TO A THIRD
PARTY. BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163
l"'~;l Information
II"'. .To Build On
Engineering. Consulting . Testing
DAILY FIELD REPORT
Date Performed:
Client:
February 25, 2009
Ms. Lauretta Davies
Jerry's Home Improvement
P.O. Box 2611
Eugene, Oregon 97402
Report Number:
722-80276.57
Project Name;
Jerry's-McKenzie Field
Improvements
Project Location:
2525 Olympic Stre.et I /"
Springfield, Oregon 1;71' ~
t1/{
P.O. No.:
Contractor:
Type of Inspection:
Z4175LD
Chambers Construction
Masonry
Permit No.:
Weather:
Cloudy, Rain
Field Observations and Comments
Performed visual inspection of reinforcing steel at the following locations: 8" cmu biock for building pilasters at grid lines;
J at 1, J at 3, J at 5, J at 7, J at 8, J at 9, Hat 9 and G at 9 from 10' to 14' above finished floor. Reinforcing steel was
checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was placed in accordance
with approved design drawings and specifications. All cells were relatively clean and mortar projections are within the
limits of the International Building Code. Performed continuous inspection during placement of grout in the locations
listed above. Grout was placed by pump and mechanically consolidated. All cells were grouted solid. Cast one (1) set
of three (3) solid test prisms. Contractor was asked to notify our office when additional services are needed. To the
best of our knowledge, the work inspected above was in accordance with the building department approved design,
drawings, specifications and applicabie workmanship provisions of the International Building Codes.
Tvoe of Ma\l1riaJ Grout. prisms
Supplier Knife River Knife River
Mix #. 247KG3R000247KG3ROOO
Slump 10" 10"
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total Yardaee Placed
Inspector: Raymond Aliperti, ICC #1017075-84
CCB# 176269
2.00
44"
51"
10:40 AM
1,500
3 Solid
2.00
----
44"
51"
10:40 AM
2,500
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
[;iJ~iyS Industries, Inc.
Raymond A~
Project Manager
cc: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stoiarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL To' A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE W~ITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.. 1040A Shelley St. . Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163
l".tfl!!!o;lInjormation
fI~. .To Build On
Engineering . Consulting . Testing
CC'
DAILY FIELD REPORT
Date Performed; March 4, 2009 Report Number: 722-80276-59
Client: Ms. Lauretta Davies Project Name: Jerry's-McKenzie Field
Jerry's Home Improvement IrTlprovements
P.O. Box 2611 Project Location: 2525 Olympic Street
Eugene, Oregon 97402 Springfield, qregon/ ____
P.O. No.: Z4175LD Permit No.: C<{,;,;,'r)~'
Contractor: Weather: Overcast
Type of Inspection: Masonry
Field Observations and Comments
Performed visual inspection of reinforcing steel at the following locations: fence columns at gridlines A at 9.5, A at 10, B
at 10, C at 10, 0 at 10, E at 10, Fat 10, Gat 10, G at 9.7 and G at 9.2 all from 14' to 18' (top of column). Reinforcing
steel was checked for grade, size, lap, placement and ciearances where applicabie. Reinforcing steel was placed in
accordance with approved design drawings and specifications. All cells were relatively clean and mortar projections are
within the limits of the International Building Code. Performed continuous inspection during placement of grout in the
locations listed above. Grout was placed by pump and manually consolidated. All cells were grouted solid. Contractor
was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected
above was in accordance with the building department approved design, drawings, specifications and applicable
workmanship provisions of the International Building Codes.
rvoe of Materlal Grout
Supplier Knife River
Mix # 247KG3ROOO
Slump 10"
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total Yardage Placed
Inspector: Raymond Aliperti, ICC #1017075-88
CCB# 176269
44"
52'
2:30 PM
2,500
5
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
~ofes~V\a~ Industries, Inc.
~d Aliperti
Project Manager
cc: City of Springfield
Chambers Construction - David Bakke
Robertson Sherwood Architects - Scott Stolarczyk
Metzler Engineering - Scott Metzler
THIS REPORT IS PROVIDED FOR THE INFQRMA TIQN OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc. -1040A Shelley 81.. Springfield, OR 97477. Phone 541n46.9649. Fax 5411746-7163