HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-6-22
lrtlA~;J Information
"'~.lTo Build On
Engineering. Consulting . Testing
DAILY FIELD REPORT
Date Performed:
June 22, 2007
Sycan Development Corpqration
Mr. Tim Hovel
840 Beltlirie Road Ste.202
Springfield, OR 97477 .
Report Number:
722-70091-75
Client:
Project Name:
Holiday Inn (Gateway)
919 Kruse Way
Springfield. Oregon
Project Location: '
P.O. No.:
Type of Structure:
Type of Inspection:
Permit No,:
Weather:
COM'.2006'01505
Clear
Epoxy
.Field Observations and Comments
Met on-site with contractor to observe placement of'#4 epoxied rebar dowels in the following locations: 3 (three) #4
verticals at each end of north radius stem wall, Prior to installation tlie predrilled'holes were cleaned using a nylon brush
and compressed air: Verified minimum embedment depth of 9 inches. the above listed epoxy anchors were installed
using Simpson Set 22 epoxy: The epoxy anchors were installed in 'accordance with the contractor,' Contractor was
asked to notifv our office when additional services are needed, '
Inspector: David Smith
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
Professional Service 'ndustries, Inc.
~~ .
Project Manager
c: City of Springfield-Denny Wright
,Mega Pacific-Ron Miller
AAI Engineering-Harrid Afghan
AAI Engineering-Steve, Young
RECE\\lEO
jUN 2 8 1007
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT aNL Y. THE REPRODuC"nON 01= 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 Ind,ustries, Inc. -1040-A Shelley Stre.et. Springfield, OR97477. Phone 541/746-9649. Fax 541n46-7163
l...~ ;llnjormation
,.,~. .To Build On
Engineering. Consulting. Testing DAILY FIELD REPORT
Date Performed: June 22, 2007 Report Number: 722-70091-76
Client: Sycan Development Corporation Project Name: Holiday Inn
Mr, Tim Hovet
840 Beltline Road Ste. 202 Project Location: 919 Kruse Way.
Springfield, OR 97477 Springfield, Oregon
P,O, No.: Permit No.: COM 2006-01505
Type of Structure: Weather: Partly Cloudy
Type of Inspection: Reinforcing Steel
field Observations and Comments
Performed visual inspection of reinforcing,steel at the following locations: North radius stem wall between lines K and R.
Reinforcing steel was. checked for grade, size, lap, placement and clearances where appticable. Reinforcing steel was
secured using tie wire and supported on concrete dobie blocks. Reinforcing steel.was placed in accordance with
approved design drawings and speCifications. Note: At noted radius brace frame bolts at M and. Q .call out for 1"
anchors, 3/4" installed, Need engineering approval for as~built condition, 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 Buildinp_ Code.
Inspector: David Smith, ICC #0877340-85
CCB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
P :ofessional Service Industries, Inc.
~
Joseph Vardner, E.I.T.
Department Manager
c: City of Springfield- Denny Wright
Mega Pacific- Ron Miller n_, .
AAI Engineering- Harrid Afghan
THIS REPORT IS PROVIDED FOR THE INFORMATION at: 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:. 1 04-0-A Shelley Street. Springfield, OR 97477 . Phone.S41/746-9649 . Fax 541/746-7163
l~ ~~;J Information
"'~.l1b Build On
Engineeri'!g . Consulting. Testing DAILY FIELD REPORT
Date Performed: June 18, 2007 Report Number: 722-70091-74
Client: Sycan Development Corporation Project Name: Holiday Inn
Mr. Tim Hovet
840 Beltline Road Ste. 202 Project Location: 919 Kruse Way
Springfield, OR 97477 Springfield, Oregon
P.O. No,: Permit No,: COM 2006-01505
Type of Structure: 'Weather: Partly Cloudy
Type of Inspection: Reinforcing Steel
Field Observations and Comments
Performed visual inspection of reinforcing steel at the following locations: 1 st floor, southwest elevator walls, (3) total;
and columns at gridlines AA-11 " AA-2, 8-3.6 and D-2, Reinforcing steel was checked for grade, size, iap, 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 Farwest Steel drawings
and RFI #4, Item 5, 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 workmanshie erovisions of the International Buildinq Code.
Inspector: David Smith, ICC #0877340-85
If you have any questions regarding this report, please feel free to contact us at 541-746~9649,
Respectfully Submitted,
Pro'essiona' Service 'ndustries, 'nc.
g~
seph Vardner, E.IT.
Department Manager
c: City of Springfield- Denny Wright
Mega Pacjfjc- Ron MjJJer
AAI Engineering- Harrid Afghan
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT GNL V. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TOA THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.. 1040~A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649. Fax 541/746~7163
l rVl'~illnlormali{)n
fh~~_'L .ToBuild On
FIELD DENSITY REPORT
SOil AND SOil-AGGREGATE
1040 - A Shelley Street
Springfield, Orego~ 97477
(541)746.9649 - (541)746-7163 tax
CCB #176269
I!nglrNterlng . ConauItIng . ~i,;.""",.".ar
Client:.. Sycan Development Corporation
. Address: Mr. Tim Hovet
840 Beltline Road Ste.202
Springfield, OR, 97477
Project No.:
Project:
Project
Location:
Equipme'nt:
722-70091.82
Holiday Inn
919 Kruse Way.
Springfield, Oregon
Troxler: 3430 SN: 30203
OatePeriormed:
P.O. No.:
B.P. No.:
Technician:
June 25, 2007
COM 2006-01505
Anthony Deluc.a
Laboratory Soil / Aggregate Data:
Moistu'" Density Relationship of 133.0 Ibs.lcuJi., at 9,0% moisture, is from our report number 722-70091-2, dated April 4, 2007 for Egge Sand and Gravel (3/4",0).
. ,
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS577 OS 2214),
1
2
Q a114.7
N at 15
FRG
FRG
Probe Wet Density Dry Density Percent Percent Required Co~ments
Depth LBSICU.FT. LBSICU.FT. Moisture Compaction Compaction
8" 135.8 127 6.9 95.5 95%
6" 141.1 131.7 7.1 99.0 95%
6" 135,9 129,2 5.2 97.1 95%
Test No.
Approximate Test Location
Appro.ximate Test
Elev.
I
I
I 3 K.5 at 14.7 FRG
Tests performed at finished grade of base rock at the locations listed above.
Tests were reported to Jerry with Mega Pacific.
Respectfully Submitted
Professiona' Service Industries, 'nc.
c:
City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Ct7,
---
oseph Vardner, EIT
Department Manager
THIS REPORT IS PROVIDED FOR THE INFORr..JA nON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TOA THIRD PARTY BY ANY MEANS EXC{:PT IN FULL IS
PROHIBITED WITHOUT THE WRITTEN PERMISSION
. OF PROFESSIONAL SERVICE INDUSTRIES. THESE RESUL TS APPL Y ONL Y TO THE SAMPLES TESTED '
rs~'~;ll!1jomWli()11
<<I.~~l! .To Build On
I!nglrteerlng . eon.unJng . re.tJng
FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
1040. A Shelley Street
Springfield, Oregon 97477
(541)746.9649 - (541)746-7163 fax
CCB #176269
Client:
Address:
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road Sle.202
Springfield, OR 97477
Project .No.:
Project:
Project
Location:
Equipment:
722-70091-78
Holiday Inn
919 Kruse Way
Springfield, Oregon
Troxler: 3430 SN:
Date Performed:
P.O, No.:
B.P. No.:
Technician:
June 21, 2007
COM 2006-01505
Chris McDonald
28693
Laboratory Soil / Aggregate Data:
Moisture Density Relationship of 133.0 IbsJcu.fI., at 9.0% moisture, is from our report number 722-70091-2, dated April 4, 2007 for E9ge Sand and Gravel (3/4"-0).
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 673 OS 2751),
TestNo.
Approximate Test Location
Approximate Test
Elev.
I
I
I
I 4 IMa18.1 I FG
Tests performed at finished grade of fill material at the locations listed above,
Tests were reported to Jerry wilh Mega Pacific.
1
2
3
0.8 at 13
0.8 at 9.5
,"P a18.1
FG
FG
FG
Probe Wet Density Dry Density Percent Percent Required Comments
Depth LBSICU.FT. LBSICU.FT. Moisture Compaction Compaction
6" 136.1 127.9 6.4 96.2 95% ,
6" 141.6 132,2 7.1 99.4 95% j'
6" 135.8 124.8 8.8 93.8 95%
6" 127 119.1 6.7 89.5 95%
C:
City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Respectfully Submitted
Professiona' Service 'ndustries, 'nc.
~dn:I:/ ~
Department Manager
.
THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMIITAL TOA THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT THE WRIITEN PERMISSION
OF PROFESSIONAL SERVICE INDUSTRIES. THESE RESUL TS APPL Y ONL Y TO THE SAMPLES TESTED
l'~.;;;~;lfnfonl1ation
A~~~ .ToBuildOn
1I!!ng: , ,':,_ . ConauItiRfl . n..rtlRfl
Client:
Address:
Sycan Development Corporation
Mr: Tim Hovet
840 Beltline Road Ste.202
Springfield, OR 97477
COMPRESSION REPORT
Project No.: 722-70091-79
Proj. Name: Holiday Inn Express
location: 919 Kruse Way
Springfield, Oregon
Placement Data:
Shear walls in Ihe elevator shaft. Set #1.
Material: Concrete
Location Sampled At:
Grid 3.4 to 6/C to 0
Date Cast, 06/18/07
Ticket No.: I Mix N204' '89
322459
Date Rec'd:
Weather:
06/19/07
Clear
Design Strength (psi): required 6,000
Cylinder No. Test Date Age (days) Field Cure Lab Cure
(days) (days)
07-2019 6/25/2007 7 6
07 -2020 7/16/2007 28 . 27
07-2021 7/16/2007 28 27
07-2022 Hold Hold Hold
koad'
Total:
Supplier:
Eugene Sand & Gravel
Yardage
Slump'(inl ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM Cl064
MaxTemp (F):
Min Temp (F):
Specimen Size:
Unit Weight (pet): ASTM C138
Time Cast: 2:20 PM
Additives: Super P
Results Reported To:
Compressive Strength Data ASTM C39
placed 6,000
Date:
B.P. No,:
P.O, No,:
Cast By:
Field Test Data
7"
3/4"-0
730
80.60
4x8
Curing Conditions:
Contractor
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
June 25, 2007
COM 2006-01505
Chris McDonald
1 day FC remainder ASTM
Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method
Dimensions Max. Load (Ibs.) Fracture Type U Test Time
. (inches) (5.1.) (Ibs.) (psi)
C617-03 C1231-03
4.00 12,57 8.8 68,590 5,460 3 9:50 AM X
.. 1 - Cone (both ends) 2 - ConeNeriical Cracks (one end) .; - Columnar 4 - Diagonal wino craking at ends 5 - Side fraclur€.3 (at top of bottom)
Remarks:
c: City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sand & Gravel
. ,
6 - Top fractures (same as #5 Jut end of cylinder is pointed)
R~CtfUIlY Submitted,
Pr ss?~es, Inc.
Seven E. Wilder
laboratory Supervisor
THIS REPORT IS PROVIDED FOR THE INFOR^,fA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TOA THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS
PROHIBITED WITHOUT"THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. THESE RESUL TS APPL Y ONLY TO THE SAMPLES TESTED.
~n~'j;l. Infonnation
i/,~~~~ .To Build On
I!!!ng, ,." .,' . ~ng . ThaUng
Client:
Address:
Placement Data:
Columns. Set #3,
SPRINGFIELD OFFICE
COMPRESSION REPORT
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
June 25, 2007
COM 2006-01505
Sycan Development Corporation
Mr. Tim Hovel
840 Beltline Road Sle.202
Springfield, OR 97477
Location Sampled At:
AA at 10.5
Dale Cast:
Ticket No.:
322477
06/18/07
IMiX N20~~6
DesiQn StrenQth (psi):
Cylinder No.
07-2027
07-2028
07-2029
07-2030
Test Date
6/25/2007
7/16/2007
7/16/2007
Hold
Project No.: 722-70091-81
Proj. Name: Holiday Inn Express
Location: 919 Kruse Way
Springfield, Oregon
Date:
B.P. No.:
P.O. No.:
Cast By:
Chris McDonald
Field Test Data
Material: Goricrete
Sfump (in:): ASTM C143
Max. Aggr. Size:
Air Content: A$TM C231
Air Temperature (F):
Material Temp. (F): A$TM C1064
Max Temp (F):
Min Temp (F):
Specimen Size:
Unit Weight (pet): ASTM C138
Time Cast: 4:30 PM
Additives:
Results Reported To:
T'
3/4"-0
76.10
78.20
Dale Rec'd: 06/19/07
Weather:
koad:
Total:
Supplier:
Eugene Sand & Gravel
4x8
Yardage
4
10
Curing Conditions:
1 day Fe remainder ASTM
Clear
Contractor
required 4,000
Compressive Strength Data ASTM C39
placed 4,000
Age (days)
Field Cure
(days)
Lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method
Dimensions Max. Load (Ibs.) Fracture Type .. Test Time
(days) (inches) (s.L) (lbs.) (psi)
C617-QJ C1231-o3
6 4.00 12.57 8.8 43,665 3,470 3 10:10AM X
27
7
28
28
Hold
27
Hold
~ --Columnar 4' - Diagonal wfnocraking at ends 5 ~ Side fractures (at top of bottom) 6 - Top fractures (same as #5 Jut end of cylinder is poinle i)
R1~::~~fUIlY bmitted,
P]'M(Fit (Vices Industries, Inc.
Steven E. Wilder
Laboratory Supervisor
.. 1 ~ Cone (both ends) 2 - ConeNertical Cracks (one end)
Remarks:
c: City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sand & Gravei
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_ THESE RESUL TS APPL Y ONL Y TO THE SAMPLES TESTED.
r::-~-~";lll1fonnation
flA~~f!!. .To Build On
/1!!nfItneerlng . ConauIiJng. n-t#ng
Client:
Address:
Sycan Development Corporation
.Mr. Tim Hovet
840 Bettline Road Ste.202
Springfield, OR 97477
Placement Data:
Columns. Set #2.
Location'Sampled At:
Column F at 2,5
Date Casl:06/18/07
Ticket No.: IMiX No.:
322469 2486
Date Rec'd: 06/19/07
Weather:
Clear
Design Strength (psi):
Cylinder No.
. 07 -2023
07-2024
97-2025
07-2026
required 5,000
Test Date
Field Cure
(days)
COMPRESSION REPORT
Project No.: 722-70091,80 '
Proj. Name: Holiday Inn Express
Location: 919 Kruse Way
Springfield, Oregon
Material: Concrete -
Lab Cure
(days)
6
27
27
Hold
koad:
Total:
~upplier:
Eu~ene Sand & Gravel
Yardage
3
10
Slump(in~): ASTM 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 (pet): ASTM C138
Time Cast: 3:30 PM
Additives:
Results Reported To:
Compressive Strength Data ASTM C39
placed 5,000
Diameter or
Dimensions
(inches)
Cross Sect. Area Cylinder WT.
(s.L) (Ibs.)
Max; Load (Ibs.) Camp. Strength Fracture Type *. Test Time
(psi)
C1231-03
4m
12,63
.8.8
. 60,880
Age (days)
6/25/2007
7/16/2007
7/16/2007
Hold
7
28
28
Hold
'~'-1-- t'orie (bothen'ds') --2 ~Cori'eNertj6aj'Crack's--(one e~). 3 - Columnar . 4 - Diagonal wIno craking at ends
Remarks:
c: City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sana & Gravel
Date:
B:P, No,:
P.O. No.:
Cast By:
Field Test Data
61/2"
3/4"-0
75.r
78.90
'4x8
Curiil-g Conditions:
Contractor
4,8fO
3
. SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
June 25, 2007
COM 2006-01505
Chris McDonald
1 day FCremainderASTM
Capping Method
C617-03
10:00 AM
'x
5 - Side fractures (at top of bOllom) 6 - Top fractures (sam.a as #5 but end of cylinder is pointech
Re1J;CCtfUIIY S bmitted, .
Pr) ssional rvices Industnes, Inc.
I 'f . .
I . .
Steven E. Wilder .
Laboratory Supervisor
THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL y, THE REPRODUCTfON OF'THIS REPORT BY ANY METHOD. AND ITS TRANSMfTTAI. TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS
PROHIBITED WITHDUTTHE WRITTEN
~ PERMISSION OF PROFESSIONAL SERVICE'INDUSTRIES. TNESE RESUL TS APPI. Y ONL Y TO THE SAMPLES TESTED.
fl:iI1~~."';lInfonnation
&tf1rij,]f1S' rr. B 'ld 0
8....., .. ....' .10Ul ' n
f!nglneerlng . ComJuItIng . n..ung
FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
. 1040. A Shelley Street
Springfield, Oregon 97477
. (541)746-9649. (541)746-7163 fax
CCB #176269
Client:
Address:
Sycan Deveiopment Corporation
Mr. Tim Hovet
840 Beltline Road Ste.202
. Springfield, OR 97477 .
Project No.:
Project:
Project
L'ocation:
COM 2006-01505"
Chris McDonald
Laboratory Soil / Aggregate Data.
Moisture Density Relationship of 133.0 Ibs.lcu.fL, at 9.0% moisture, is from our report number 722-70091.2, d,atedApril4, 2007 for Egge Sand and Gravel (3/4"-0).
E.quipment:
722-70091-83
Holiday Inn
919 Kruse Way' .
Springfield, Oregon
Troxler. 3430 . SN: 30203
Date Performed:
P.O. No..
B.P. No.:
Technician:
June 23, 2007
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 577 OS 2214),
Test No.
Approximate Test Location
Approximate Test
Elev.
Probe Wet Density Dry Density Percent Percent Required Comments I
Depth LBSICU,FT. LBSICU.FT. . Moisture Compaction Compa~tjon
6" 144,4 131.6 9.7 98.9 95% I
6" 139.9 f 129,4 9.1 '97.3 95% I
6" 143.8 I 131..6 8,9 98,9 95% I
6" 143,9 f 131.4 9 98.8 95% J
1 IK at 14.2 2" BFG
2 Kat 12 2" BFG
3 P.5 at 8,1 '2" BFG
I 4 L.5 at 8,1 2" BFG
Tests performed at finished grade of fill material at the locations listed above.
Tests were reported to the Contractor.
c:
City of Springfied- Denny Wright
Mega f"acific- Ron Miller
AAI Engineering~ Harrid Afghan
Respectfully Submitted
Professiona' Service 'ndustries, 'nc.
~LL.
~ePh Vardner, E.IT
Department Manager
RECEIVED
JUN 2 8 7007
Tf-US REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPROOUCTlON OF THIS REPORT BY ANY METHOD AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROfIlS/TED
WITHOUT THE WRITTEN PERMISSION
OF PROFESSIO('JAL SERVICE INDUSTRIES. THESE RESULTS APPL Y ONLY TO THE SAMPLES TESTED .
lif)~ili'!::::/:~;
~'"' , c ,:JIfI . ConsUltIng . l'esHng
SPRINGFIELD OFFiCi:::
COMPRESSION REPORT
Client:
Address:
Sycan Development Corporalion
Mr. Tim Hovel
840 Beltline Road. Ste.202
Springfield, OR 97477
Project No.: 722,70091-88
Proj. Name: 'Holiday Inn Express
Location: 919 Kruse Way
Springfield., Oregon
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
. June 28, 2007 CCB#176269
COM,2006-01505
Date:
B.P. No,:
P.O. No.:
Cast By:
Chris McDonald
" .
Date Cast:
T!cket No.:
322721
06/21/07
I Mix N20~ ~A
"
koad'
Yardage
. Slump (in.): ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F):A$TM C1064
Max Temp (F):
Min Temp (F):
'Specimen Size:
Unit Weight (pef): ASTM C138
Field Test Data
5"
3/4"-0
'Placement Data:
Stem wall onlhe north side
Material: Concrete
80.6"
83.6"
Location Sampled'At:-
14,8 at N
6x12
Clear
Tolal:
Supplier: .
Eugene Sand & Gravel
1
6,5
Time Cast:
,
'Additives:
:Results Reported To:
2:30 PM
Curing Conditions:
1 day Fe remainder ASTM
Date Re'c'd: 06/22/07
Weather:
Contractor
. ~e~ign Str~ngth !~si):
required 4,000
Compressive Strength Data ASTM C39
placed 4,000
Cylinder No. T~st Dale Age (days) Field Cure
(days)
07-2089 6/28/2007 7
07-2090 7/19/2007 28
07-2091 7/19/2007 28
07-2092 . Hold Hold
Lab Cure
(days)
Diameter or
Dimensions
(inches)
Cross Sect. Area
(s.i.)
CYIi~der WT.
(Ibs.)
Compo Strength
Max. Load(lbs~) (psi) Fracture Type *-
Te,lTime I
1040 AM I
I
Capping Method
C617-03
C123HlJ
d1 -Cone (bqth end!:!) 2 - ConeNertical Cracl<s"(one end)
Remarks:
6
27 1
27 .1
Hold 1
3 - Colum"ffar 4 - Diagonal wino ci-aking at ends .5 ~ Side fractures' (at top of ..bottom)
603 28.56
299 107,640 I 3,770 3
1
I
I
.x
c:
City of Springfied.- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sand. & Gravel
'. ,
6 - Top fractures (same as #5 buf end of CYlinder ;s pointed) .
Rery,;"ctfuIIY Submitted, .
Pre (SSionaljervices Induslries, Inc.
,),^,fvPl/\ '.
Steven E. Wilder
Laboratory Supervisor
TtiIS REPORT IS PROVIDED FOR THE INFORMA TION OF THEeL/ENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL- TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS
PROH",BITED WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES: Tf/ESE RESUL TSAPPLY ONL Y TO THE SAMPLEs TESTED. -- ~. '~ -- -, -- -
l'n'e;lInjormation.
~:..=.~ .ToBuildOn
Engh...e~ . Con.uittng . n-tlng
Client:
Address:
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road Ste.202
Springfield, OR 97477
Placement Data:
Shear walls and columns
SPRINGFIELD OFFICE
COMPRESSION REPORT
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
June 28. 2007
COM 2006:01505
Project No.: 722-70091-45
Proj. Name: Holiday Inn Express
Location: 919 Kruse Way
Springfield, Oregon
Date:
B.P, No.:.'
P.O. No.:
Cast By:
Chris McDonald
Yardage
Slump (in.): ASTM C14]
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): A$TM C1064
Max Temp (F):
Min Temp (F):
Specimen Size:
Field Test Data
6"
314"-0
Malerial: Concrete
Location Sampled At:
Shear wall (east end)
Date Cast: 05131107 Date Rec'd:
Ticket No.: IMiX N;~~9 Weather:
321:347 Clear
Design Strength (psi): 'required 6,000
Cylinder No. Test Date Age (days) Field Cure lab Cure
(days) (days)
07-1755 61712007 7 6
07-1756 612812007 28 27
07-1757 612812007 28 27
07.1758 Hold H!,ld Hold
6x12
Load:
Total:
2
10114
Supplier:
Eugene Sand & Gravel
Unit Weight (pet): ASTM C138
Time Cast: 3:00 PM Curing Conditions:
Additives: Super P
Results ~eportedTo: Contractor
1 day Fe remainder ASTM
Compressive Strength Data ASTM C39
placed 6,000
Diameter or 60ss Sect. Area Cylinder WT. Compo Strength
Dimensions Max. Load (Ibs.) Fracture Type .. Test Time
(inches) (s.i.) (Ibs.) (psi)
6.02 28.46 29.5 158,450 5.570 5 11:20AM
6.02 28.46 2g.s 204,115 7,170 3 10:10AM
6.02 28.46 29.5 206,705 7,260 3 10:20 AM
Capping Method
C617-oJ
C1231-Q3
x
X
X
.. 1 - Cone (both eridsr~'2 ~ Co'n-eNe.i1ical'Ciacks'(one end)" 3 c'Coluriiilar 4 ~ Diagonal wino ciaking alends
Remarks:
c: City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sand & Gravel
,
5. Side-fractures (at top of bollom) 6 - Top fractures (same as #5 but end of cylinder is pointed)
Res~eCtfUIlY Submitted,
Pro triof:J~es Industries, Inc.
S".j~. Wilder
Laboratory Supervisor
THIS HEPORT IS PROVIDED FOR mE INFORMATION OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT BY ANY MEr/IQD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED
WITf-iOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, THESE RESULTS APPL Y ONL Y TO THE SAMPLES TESTED,
,'~ ...
lrtA~;J Infonnation
"'~.lTo Build On
Engineering. Consulting. Testing DAILY FIELD REPORT
Date Performed:
June 5, 2007
Sycan Development Corporation
Mr. Tim Hovel
840 Beltline Roaa Ste. 202
Springfield, OR 97477
Report Number:
722-70091-48
Client:
Project Name:
Holiday Inn
919 Kruse Way
Springfield, Oregon
Project Location:
P,O. No,: .
Type of Structure:
Type of Inspection:
Permit No,:
Weather:
..-- "'.'>
'. '-,,' .
CQM.2006~01505-
Rain
Reinforced Concrete
Field Observations and Comments
Reinforcing steel was previously inspected on June 4, 2007. Performed visual inspection during placement of concrete
in the following locations: Shear wall 7/M-Q.5 and Columns R/4, M/4, P/4, H/2, K/3 and M/3. Concrete was placed by
pump truck and mechanically consolidated. Cast one set of four (4x8) concrete test cylinders. 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 Code, The Contractor was asked to
notify our office when additional services are needed,
Tvoe of Material ' Concrete
Supplier ES&G
Mix # 2489
Slump 7"
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total Yardage Placed
Inspector: Chris McDonald, Ice #01102446
640
760
2:00 PM
6000
4
11
If you have any questions regarding this report, please feel free to contact us at 541'-746-9649,
Respectfully Submitted,
Pro'essional Service 'ndus'ries~ 'nc,
~ C/../
~ePh'Vardner, E.IT
Department Manager
c: City of Springfield- Denny Wright
Mega Pacific- Ron Miller .
AAI Engineering- Harrid Afghan
RECEIVED
JUN 1 4 Z007
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPROqUCTlON OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY.BY ANY MEANS, EXCEPT IN FULL WITHOUT THE WRITTEN PERMIS!510N OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc," 1 040-A Shelley Street .. Springfield, OR 97477 .. Phone' 541 n 46-9649 .. Fax 541/746-7163
l...~., Infonnation
"'''''.lTo Build On
Engineering. Consulting. Testing DAILY FIELD REPORT
Date Performed: June 11, 2007 Report Number: 722-70091-56
Client: Sycan Development Corporation Project Name: Holiday Inn
Mr. Tim Hovet
840 Beltline Road Ste. 202 Project Location: 919 Kruse Way
Springfield, OR 97477 Springfield, Oregon
P.O. No.: Permit No,: COM 2006-01505
Type of Structure: Weather: Overcast
Type of Inspection: Reinforcing Steel
Field Observations and Comments
Performed visual inspection of reinforcing steel at the following locations: Columns gridlines B-11, B-O, AA-3.7 and 9.1;
shear walls lines C and 0 from 7to 9.6; and stem walls at line K and R from 11 to 14.6; west wall line 2 to 11 and south
wall from AA to F. 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 Farwest Steel drawing with Engineers stamp dated May
17,2007. Note: Will perform final inspection at stem wall prior to concrete placement. At shear wall bottom (3)
horizontal steel placed at inside of vertical steel. 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
aoproved desiqn drawings, specifications and aPQlicable workmanshio provisions of the International Buildino Code.
Inspector: David Smith, ICC #0877340-88, DaDA #442
'If you have any questions regarding this report, please feel free to contact us at 541-746-9649,
Respectfully Submitted,
Professiona' Service 'ndustries, Inc.
a/ L--L---.
~p;;:'ardner, E.IT
Department Manager
c: City of Springfield- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
THIS REPORT 1$ PROVIDED FOR THE INFORMA TlON 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. .
RECEIVED
JUN 1 5 1007
Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 5411746-9649. Fax 541/746-7163
Jf'iii,'~';'I Infonnation
"A~."!:...?:~.f.To Build On
I!!ngln ,. '.. ::,'...- .~ng . n..tIng
Client:
Address:
Sycan Development Corporation
Mr. Tim Hovel
840 Bellline Road Ste.202
Springfield, OR 97477
Placement Data:
, Shear wall and columns
Location Samopled At:
Shear wall (east end)
Date Cast: 06/05/07
Ticket No.: IMiX No.:
321588 2489
Oo:te Rec'd:
Weather:
Design Strength (psi):
Cylinder No.
07,1803
07-1804
07-1Ci05 .
07-1Ci06
Test Dale
Age (days)
Clear
required 6,000
Field Cure
(days)
1
COMPRESSION REPORT
Project No.: 722,70091-57
Proj. Name: Holiday Inn Express
location: 919'Kruse Way
Springfield, Oregon
Material: Concrete
Lab Cure
(days)
koad:
Total:
Supplier:
Eugene Sand & Gravel
Yardage
2
11
Compressive Strength Data ASTM C39
placed 6,000
Diameter or
Dimensions
(inches)
Cross Sect. Area Cylinder WT.
(s.i.) (Ibs.)
Compo Strength
Max. Load (Itis.) Fracture Type *' Test Time
(psi)
C12J103
6
27
27
4.00
12.57
8.8
.84,440
.~ 1 - Cone (both ends), i~~ConelVerlical Cracks'(one"end)
Remarks:
Hold
3- Columnar 4 - Diagonalwfrio craking at ends 5 - Side fractures (at top of bottom)
c:
6/12/2007
7
City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sand & Gravel
Date:
B.P. No.:
P,O, No.:
Cast By:
Field Test Data
T'
3/4"-0
6,720
3
SPRINGFIELD OFFJCE
1040 - A Shelley Stl eet
Springfield, Oregon 97177
(541)746-9649 - (541)746-7163 ~ax
June 11, 2007
COM 2006-01505
Chris McDonald
1 day Fe remainder ASTM
Capping.Metho<
C617.{)3
11:00AM
x
7/3/2007 I. 28
7/3/2007
Hold
28
Hold
6 - Top fractures (S~ eas #5 but end of cylinder is pointed)
Re j lctfully S bmilted,
Pc<' € ;sional !Vices Industries, Inc.
sIeV!jti~ilder
Laboratory Supervisor
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT DNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FliLL, IS
PROHIBITED WITHOUT THE WRIT] ~N
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
l'ri'~.J lrifonllation
~~I/i_lToBuild On
eng'" .. ,-,rJU . eon.uJtIng . Th<rtIng
Client:
Address:
Sycan Development Corporation
Mr. Tim Hovel
840 BelUine Road Ste.202
Springfield, OR 97477
Placement Data:
Foolings for shear walls at Southwest corner of the pool.
Location Sampled At:
Northwest corner
Date Cast: 05/14/07
Ticket tJo.: IMiX No.:
320125 2146
Date Rec'd: 05/15/07
Weather:
Clear
Design Strength (psi):
required 4,000
Cylinde:r No.
Test Date
Field Cure
(days)
Age (days)
07-1544
5/21/2007
6/11/2007
6/11/2007
Hold
7
28
28
07-1~)45
07-1546
07-1547
Hold
COMPRESSION REPORT '
SPRINGFIELD OFFICE
i
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
June 11,2007
COM 2006-01505
Project No.: ,722-70091-31
Proj, Name: Holiday Inn
Location: 9,19 Kruse Way
Springfield, Oregon
Date:
B,P, No,:
P,O, No,:
Cast By:
Verlyn Bearden
koad:
Slump (in.): ASTM CI43
Max. Aggr. Size:
Air Content: A$TM C231
Air Temperature (F):
Material Temp. (F): ASTM C1'064
Max Temp (F):
Min Terno lFl:
Specimen Size:
Unit Weight (pet): A$TM C138
Time Cast: 2: 15 PM
Additives:
Results Report~d To:
Field Test Data
51/2
3/4"
Material: Concrete
65
71
Yardage
4x8
Lab Cure
(days)
Hold
1
11
Curing Conditions:
1 day F.G. ASTM G31
Total:
Supplier:
Eugene Sand & Gravel
Contractor
6
27
27
Compressive Strength Data ASTM 039
placed 4,000
Diameter or Cross Sect. Area Cylinder WT. Compo Strength
Dimensions Max. load (Ibs.) Fracture Type U Test Time
(inches) (s.L) (lbs.) (psi)
4.01 12.63 8.7 46,690 3,700 3 8:52 AM
4.02 12.69. 8.6 69,965 5.280 3 9:50AM
4.01 12.63 8.6 67,520 5.350 3 10:00 AM
x
X
X
Capping Method
C617-QJ
C1231-()3
.~ 1 - Cane (bo.h a-iids) 2 -ConeNeitical' Cracks (one end) ,). Columnar 4 - Diagonal wIno craking at ends
Remarks: Set# 1
c: City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sand & Gravel
,
5 - Side fractures (at top of bottom)
6 - Top fractures (saJl e 8s#5 but end of cylinder is pointed) .
Re~ ctfully S'ubmitted,
, Pn r. sional !Ae~es Indus~ries, Inc.
~ ~(!V . '--"
Sfeven E. Wilder
Laboratory Supervisor
THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE <;UENT ONt 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.
Iri~";llnfohl1ation
"Jf'~!P~!,!. .To Build On
/l!!ngJ < , _ ,ng . c--.ItIng . Te.Ung
Client:
Address:
Sycan Development Corporation
Mr. Tim Hovet '
840 Beltline Road Ste.202
Springfield, OR 97477
SPRINGFIELD OFFICE
COMPRESSION REPORT
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-96'19 - (541)746-7163 fax
June 11, 2007
COM 2006-01505
Project No.: 722-70091.32
Proj. Name: Holiday Inn
'Location: 919 Kruse Way
Springfield, Oregon
Date:
B.P. No,:
P,O. No.:
Cast By:
Verlyn Bearden
Field Test Data
Placenie'nt Data: 'Material: Co-ncrele
Footings for shear walts at Southwest corner of tot by pool.
,Location Sampled At:
.Center of footing
Oate Cast: 05/14/07
:Ticket l>Jo.: IMiX No.: .
320141 . 2146
Desi!'Jn Strength (psi):
Cylinder No.
07-1548
07-1549
07-1!;50
07-1551
Test Date
5/21/2007
6/11/2007
6/11/2007
Hold
Dale Rec'd: 05/15/07
Weather:
Clear
required 4,000
Age (days)
Field Cure
(days)
Lab Cure
(days)
7
28
28
6
27
, 27
Hold
Yardage
12
11
Slump (in} ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F): 68
Material Temp. (F): ASTM C1064 72
Max Temp (F):
Min Temp (F):
Specimen Size: 4x8
Unit Weight (pet): ASTM C13B
Time Cast: 3:35 PM Curing Conditions:
1 day F.e. ASTM C31
5"
3/4"
Load:
Total:
Supplier:
Eugene Sand & Gravel
Additives:
Results Reported To: Contractor
Compressive Strength Data ASTM C39
placed 4,000
Diameter or Cross Sect. Area Cylinder WT. Camp. Strength
Dimensions Max. Load (Ibs.) Fracture Type .. Test Time
(inches) (s.L) (Ibs.) (psi)
4.03 12.76 8.70 47,830 3,750 3 9:36 AM
4,02 12.69 8.8 71,430 5,630 3 9:30 AM
4.02 12.69 8.8 72,300 5,700 2 9:40 'AM
Capping Method
C617.03
C1231-03
x
x
X
Hold
3 - Co"lumnar . 4 -' Diagonal wino craking at ends
5 - Side fractures (at top of Dottom)
6 - Top fractures (s~e as #S but end of ~ylinder is PO._ inted)
Re. 1CtfUllY Su itted,
Pre . siona' ice ustries, Inc.
.. 1 ~ Cene (both ends) 2 ."ConeNerticaICraCks (one erid)
Remarks: Set# 2
c: City of Springtied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Eugene Sand & Gravel
sle!en E. ilder
Laboratory Supervisor
THIS REPORT IS PROVIDED FOR THE INFORMA TION 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",~., Information
,.,..,. .To Build On ,
Engineering. Consulting. Testing DAILY FIELD REPORT
Date Performed:
June 6, 2007
Sycan Development Corporation
Mr, Tim Hovet
840' Beltline Road Ste..202
Springfield, OR 97477 .
Report Number:
722-70091-49
Client:
Project Location:
Holiday Inn
919 Kruse Way
Springfield, Oregon
'COM 2006-01505
Overcast.
Project Name:
P.O. No.:
Type of Structure:
Type of Inspection:
Permit No.:
Weather:
Reinforced Concrete
Reinforcing Steel
Field Observations and Comments
Performed visual inspection of reinforcing steel and anchor bolts at the following locations: Strip and pier footings at
vestibule between lines D and E; line K from 11 to 14.8; line R from 11 to 14.7; pier footings at lines Rand L4-14.2, 13,
and 14; concrete pier footing at 4crane foundations. Rebar only at shearwallline 6 from E.5 to F, 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 directive from AAI changing F4 footings to F6. See Attached. Performed visual inspection during
placement of concrete in the locations listed above. Concrete was placed by pump and mechanically consolidated,
Cast two sets of four (J set of 6000, 1 set of 4000) (4x8) concrete test cylinders, Note: Shear wall will be poured at a
later date, discontinued wall at 2nd floor; need floor dowels. Crane footing foundation per Morrow Equipment
Co, detail dated May 8, 2007, See attached. To the best of our knowled~e, the work inspected above was in
accordance with the building department approved design drawings, specifications and applicable workmanship
provisions of the International Building Code. The Contractor was asked to notify our office when additional services are
needed.
Tvoe of Material
Supplier
Mix#
Slump
Air.Content
Ambient Temperature 71,2' 71.4'
Material Temperature 75.5' 75.7'
Time Placed 2:00PM 2:40 PM
Design Strength (psi) 6000 12:00 AM
Number of Samples 4 12:00 AM
Total Yardafle Placed 8 12:00 AM
Inspector: David Smith, Certification #0877540-88 OBOA #442
Chris McDonald, Certification #5298238-51 ACI 01102446
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Set#1
ES&G
2489
7"
Set #2
ES&G
2146
51/2"
Respectfully Submitted,
Professioria' Service 'ndustries, 'nc,
.0 ~
~ Vardner, E.I.T,
Department Manager
c City of Springfield- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
THIS REPORT IS PROVIDED FOR THE INFORMATION OF"THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANv"METHOD, AND ITS TRANSMITTAL TO A THIRD
EARTY, BY AN't. MEA..NSf EXCEP.T IN FULL, WITt/QUr THt. WRITTEN PtRMI~~/ON Of- PROF-t:::;::;IUNAL :it:KVIGE INDUSTRIES, IS PROHIt;J1 leU
I-'rblesslonal ::>erVlce ndustrl8S, Inc. .1040-A Shelley Street- Springfield, OR 97477. Phone 541/74,6-9649. Fax 541/746-7163
.
l.. ~;, lrifol7111ltion
"''''.lTo Build On
Engineering' Consulting' Testing DAILY FIELD REPORT
Date Performed: June 7, 2007 Report Number: 722-70091-51
Client: Sycan Development Corporation' Project Name: Holiday Inn
Mr. Tim Hovet
840 Beltline Road Ste. 202 Project Location: 919 Kruse Way
Springfield, OR 97477 Springfield, Oregon
P.O. No.: Permit No,: COM 2006-01505
Type of Structure: Weather: Overcast
Type of Inspection: Reinforcing Steel
field Observations and Comments
Performed visual inspection of reinforcing steel at the following locations: Shear wall line 7 from K to M; columns at
gridlines 9-H, K, M, P, and P-10; elevator pit wall between Rand S; south side and strip footing line S from 1 to 2.
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, Farwest Steel Drawings dated April .12, 2007 and RFI #3. Note: At shear
wall #7's to be added at 2nd floor elevator, 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 Code. Contractor was asked to notify our office when additional services are
needed.
Inspector: David Smith, Certification #0877540-88 OBOA #442
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Subm itted,
Professiona' Service 'ndustries, Inc,
QL~
~Ph ;ardner, E.I.T.
Department Manager
c: City of Springfield- Denny Wright
Mega Pacific- Ron Miller.
AAI Engineering- Harrid Afghan
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.
Professional Service Industries, Inc.. 1 040-A Shelley Street. Springfield, OR 97477 . Phone 541n46-9649 . Fax 541/746-7163
l"~;1 Information
,.,~. .To Build On
Engineering . Consulting . Testing
DAILY,FIELD REPORT
Date Performed:
June 7, 2007
Report Number:
722-70091-52
Client:
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road Ste.202
Springfield, OR 97477
Project Name:
Holiday Inn (Gateway)
919 Kruse Way Springfield,
Oregon
Project Location:
P.O. No,:
Type of Structure:
Type of Inspection:.
Permit No,:
Weather:
. Overcast
Epoxy ,
Field Observations and Comments
Met on'site with contractor to observe installation of (4) #4, (3) #8 and (1) #10 rebar dowls in the following locations: (4)
#4 bar at gridS at10'(shear wall to strip footing), (3) #8 rebar dowels at grid D at 2 (column footing) and (1) #10 rebar
dowel at shear wall footing grid 7.5 at, (13.5" west of L.5). Prior. to installation the predrilled holes were cieaned using a
nylon brush and compressed air, Verified minimum embedment depth of 36" for.the#10 bar, 12" for the #8 bar, and 7"
for the #4 bar. The above listed epoxy anchors were installed using Simpson Set 22 epoxy with ICC# 1772. The epoxy
anchors were installed in accordance with the latest revisions ,dated May 31,2007. Note: (4) #4 bar at grid 5 at 10 is
an "as built condition". Needs engineering approval for 7" embed depth. To the best of our knowledge, the work
inspected above was in accordance with the building dep~rtment 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: Chris McDonald, ICC #5298238-51
If you have any questions regarding thiS report,'please feel free to contact us at 541-746-9649.
Respectfully Submilte9, ,
Professiona' Service 'ndustries, 'nc,
2;~IT
Project Manager
c: City of Eugene
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y_ THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TOA THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED.
Professional Service Industries, Inc. . 1 040-AShelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746.7163