HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-8-3
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Compressive Strength of Concrete I
. C-39
Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting
Project Name _1:l[ltoILGa[den Inn
Client
HiltoILG_ardenJOll
Batch Time
9:00 I\~_
Truck #
859_
Neoprene Pads ASSHTO T-22 Yes
Load Number
1
Spec Slump
8"
Slump
ASTM C143
8 in.
Concrete Temp.
ASTM CI064
75 OF
Initial Cure MinIMax Temp.
Structure Placed Column C @ N/8.75
Project #
n6_6::0,Ol
Building
Hotel
Contractor Jress Concrete
Sample Time 9:25 AM
ASTM CI72
Mix Design 11402(\
Date Cast 8/3/2009
Load Size 11 y_ds_
Spec Air 0
Unit Wt. 0
ASTM C138
Ambient Temp. 70 OF
Concrete Supplier E.5.G.
"
Ticket # 58010638
Cast By
ASTM 01
Mike_~ackesw
Picku p Date
81412009
Water Added 2_0_9g[
Admixtures se_e_b_elow
Entrained Air 0
ASTMC231
Specified Strength 5000 psi
Total Average Cylinder Compressive
Cylinder Date Tested Age Load Diameter Area Strength Percent Fracture TeSted Time Of
Number (Days) (Ibs) (in) (in) (p~) Spec Type By Test
106-A 8/1O/2009 7 54650 4.01 t2.63 4327 87 3 JDH 1:06 PM
106-B 8/31/2009 28 0 0 0,00
106-C 8/31/2009 28 0 0 0.00
106-0 H 0 0 0.00
Remarks Admix1ures: Board C. Prizz-80" Glaci II
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Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541) 753-2264
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Compressive Strength of Concrete I
C-39
Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting
Project Name _l::Iilton GilJ:d_en Ino_ Project # 12_6_6,,001 Building Hotel
Client Hilton Garden Inn Contractor A&A Concrete Supplier E.S.G.
Batch Time 9:51 ,o.~_ Sample Time 10')0 AM Ticket # 58009930
ASTl>1Cl72
Truck # 875_ Mix Design 311Q_6_8 Cast By Jim.Law
ASTM 01
Neoprene Pads ASSHTO T-22JIUA. Date Cast 7/10/2009 Pickup Date 7/11/2009
Load Number 1 Load Size 11 yd5_ Water Added N~.o..
Spec Slump 4 +/-1 Spec Air 1.5 +/.:cJ..S Admixtures pon -8.0.
Slump 5 in. Unit Wt. N/A Entrained Air N/A
ASTM C143 A5TM C138 ASTM C231
Concrete Temp. 75 OF Ambient Temp. 70 OF Specified Strength 3000 psi
A5TM CI064
Initial Cure MiniMax Temp.
Structure Placed Footing gl 0/8.75
Total Average Cylinder Compressive
Cylinder Date Tested Age Load Diameter Area Strength Percent Fracture Tested Time Of
Number (Days) (Ibs) (In) (in) (psi) Spec Type By Test
069-A 7/17/2009 7 26390 4 12.57 2100 70 6 JDH 11:43 AM
069-8 8/7/2009 28 43145 4 12.57 3433 114 3 jh 11:30 AM
069-C 8/7/2009 28 43985 4 12.57 3500 117 5 jh 11:32 AM
069-0 H 0 0 0,00
Remarks Set A - Set 1 of 3 - Mech Vih_ olaced bv hose. smooth move on site_ samoled @ chute_
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525 NW Second Street' Corvallis, OR 97330' (541) 758-1302' (800) 383-8855 . Fax (541)753-2264
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Compressive Strength of Concrete I
" C-39
Project Management' Consulting Engineers' Certified'Plan Review and Inspection Services '.Code Consulting
Project Name _1:Ii1ton.1'ard_eI}J~ . Project # 126_6,,001 Building Hotel
Client HiltoJLGard.en In[L Contractor AM Concrete Supplier E.5.G.
Batch Time 11:28 AM. Sample Time 11:50 AM Ticket # 58009939
A5TM CI72
Truck # Sfi2 Mix Design 3.13.0_68 Cast By lim_La.....
ASTM at
Neoprene Pads ASSHTO T-22.l'UA. Date Cast 7/10/2009 Pickup Date 7/11/2009
Load Number 10 Load Size 10_y_ds. Water Added N/A
Spec Slump 4 +/- 1 Spec Air 1.5 +/-1.5 Admixtures PQ2L8.Q
Slump 4 in. Unit Wt. N/A Entrained ~ir N/A
A5TM C143 A5TM C138 AST>1 cm
Concrete Temp. 75 OF Ambient Temp. 70 OF Specified Strength 3000 psi
A5TM CI064
Initial Cure MinIMax Temp.
Structure Placed Footings gl A/14
Total Average Cylinder Compressive
Cylinder Date Tested Age Load Diameter Area Strength Percent Fracture Tested Time Of
Number (Days) (tbs) (in) (in) (psi) Spec Type By Test
070-A 7/17/2009 7 31295 4 12.57 2490 83 2 JOH 11:45 AM
070-B 8/7/2009 28 48790 4 12.57 3883 129 3 jh 11:34 AM
070-( 8/7/2009 28 49875 4 12.57 3969 132 5 jh 11:36 AM
070-0 H 0 0 0.00
Remarks Set B - Set 2 of 3 - Merh Vib. nlaCf'd hv hnse_ smooth move on site. sam Died (ci) rhute_
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Type 1 Type 2 Type 3 Type 4 TypeS Type 6
525 NW Second Street * COrvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541) 753-2264
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Compressive strength of Concrete I
C-39
Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting
Project Name -I:liltQiLGacd_eD.IDJL_ Project # I 29_6~0.D.1 Building Hotel
Client Hiiton GardeD~lnn Contractor AM Concrete Supplier E.S.G.
Batch Time 1:41 PM Sample Time 2:10 PM Ticket # 58009957
A5TM CI72
Truck # 853. Mix Design lJ.3Q6,8 Cast By JillLLa.w
ASTM 01
Neoprene Pads ASSHTO T-22...lliA. Date Cast 7/10/2009 Pickup Date 711117009
Load Number J1 Load Size 10J~ Y'ds. Water Added Nl~
Spec Slump 4 +/-1 Spec Air N/A Admixtures [>0.22 -80
Slump 4 in. Unit Wt. N/A Entrained Air N/A
ASTM C143 ASTM C138 ASTM e231
Concrete Temp. 75 OF Ambient Temp.-6.0-"E. Specified Strength 3000 psi
ASTM CI064
Initial Cure MiniMax Temp.
Structu re Placed Footings gl C/24
Total Average Cylinder Compressive
Cylinder Date Tested Age Load Diameter Area Strength Percent Fracture Tested TIme Of
Number (Days) (Ibs) (in) (in) (p~) Spec Type By Test
071-A 7/17/2009 7 2814S 4 12.57 2240 75 3 JDH 11:47 AM
071-B 8/7/2009 28 45265 4 12.57 3602 t20 2 jh 11:38 AM
071-C 8/7/2009 28 44810 4 12.57 3S66 119 3 jh 11:40 AM
071-D H 0 0 0,00
Remarks ,<;pt r - <;et 3 of l - Mech Vih olilcerl hY' hoo;e
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Type 1 Type 2 Type 3 Type 4 Type S Type 6
525 NW Second Street * Corvallis, OR 97330 * (S41) 758.1302 * (800) 383-885S . Fax (S41) 753.2264
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Compressive Str.. ength of Concrete I
C-39
Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting
Project Name ---'::!lltpn..Ga[den In[l_ Project # 126_6~001 Building Hotel
Client Hiiton GardellJmL Contractor A&A Concrete Supplier E.5.G.
Batch Time 12: 33J~~L Sample Time 1),55 PM Ticket # 58010199
A5TM CI72
Truck # 843_ Mix Design ~3.13.o.68. Cast By JinLLaw
ASTM 01
Neoprene Pads ASSHTO T-22J'JL8. Date Cast 7/16/2009 Pickup Date 7/17/2009
Load Number 1 Load Size 1O,lS_yc!s_ Water Added N/A
Spec Slump 4 +/- 1 Spec Air 2 +I-=-L~ Admixtures P022-=.8jJ.
Slump 3.5 in. Unit Wt. N/A Entrained Air N/A
ASTM C143 A5TM C138 ASTM WI
Concrete Temp. 77 OF Ambient Temp._9.0-".E. Specified Strength 3000 psi
ASTM CI064
Initial Cure MinIMax Temp.
Structure Placed Footings N/17
Total Average Cylinder Compressive
Cylinder Date Tested Age Load Diameter Area Strength Percent Fracture Tested TIme Of
Number (Days) (Ib,) (in) (in) (psi) Spec Type By Test
079-A 7/23/2009 7 30495 4 12.57 2427 81 6 JDH 8:00 AM
079-8 8/13/2009 28 47480 4 12.57 3778 126 5 jh 9:12 AM
079-C 8/13/2009 28 480S0 4 ' 12.57 3824 127 2 jh 9:14 AM
079-D H 0 0 0.00
Remarks Smooth move on-site oiaced bv hose. mech vib. samoled (cj) chute
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Type 1 Type 2 Type 3 Type 4 TypeS Type 6
525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541) 753-2264
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Compressive St~ength of Concrete \
. C-39
Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting
Project Name Hilton Garden Inn Project # 1766.:0_01 Building Hotpl
Client Hilton Gardpn Inn Contractor A&A Concrete Supplier E.5.G.
Batch Time 1.ng PM Sample Time 1:10 PM Ticket # SR010701
ASTM CI72
Truck # RS,O_ Mix Design _3.9_6829 Cast By Jilliaw
A5TM 01
Neoprene Pads ASSHTO T-22~ Date Cast 7/16/2009 Pickup Date 7/17/2009
Load Number 1 Load Size 1O.2'LY:c[s_ Water Added 50al
Spec Slump 7 +/- 1 Spec Air 2 +/- 1.5 Admixtures GLEN3030
Slump 6.5 in. Unit Wt. N/A Entrained Air N/A
ASTM C14] ASTM C138 A5TM C231
Concrete Temp. 77 OF Ambient Temp. 90 OF Specified ~trength 5000 psi
ASTM (1064
Initial Cure MiniMax Temp.
Structure Placed Column Nj9 First Uft Below First Floor
Total Average Cylinder Compressive
Cylinder Date Tested Age Load Diameter Area Strength Percent Fracture Tested Tlme'Of
Number (Days) (Ibs) (In) (in) (psi) Spec Type By Test
080-A 7/20/2009 4 44445 4 1257 3537 71 3 'JDH 7:40 AM
080'B 8/13/2009 28 79270 4 1257 6308 126 5 jh 9:16AM
080-c 8/13/2009 28 84800 4 12.57 6748 135 4 jh 9:18 AM
080-D H 0 0 0.00
Remarks
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Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541).753-2264
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s~ ~ _. GtG-.~.lJV,Q~,~~l]
(6- rOOd- ., \0;
~):)5 NW Sl.'f(ond Stwp-I. Corvallis,{lregon 37338
tf800,383Jl355 ph 541.75it13G2 Ix 54U53.2254
www.claircompany,cnm
Date:
7/2112009
Time Arrived:, 7:30 AM
Daily Field Report
No. :
_ _~~)ect Name: Hilton Garden Inn
Address: 3328 Gateway, Springfield; OR
Building: Hotel
Permit # :
09-C8-1082
Special Inspection:
Client Name:.
~
Period: periodic
Type ofInspections Performed
~ Reinforcing Steel
D Reinforced Concrete
D Concrete Forms
c=J Struttural~asonry
o Shotcrete
D Epoxy Anchors
D Fire Proofing
o Other:
Specific Placement Locations
o Structural Steel Fabrication
o Structural Steel Erection
o Expansion Bolts
o Geotech Observations
o Structural Fills
o Sub-grade (footings/slabs)
o Pile Driving
A) Shearwall@Q-R/8, ElI-5,25
B) Co]umns@ ilF, K, N; 5/F, K; 5.75/E, G, K; 6/A; B.75
Note:
Project #: 1266-00]
39
Assoc iated" Consultant
;1
I
I
I
I
---,
Weather Conditions:
hot/clear
Equipment
Type
Serial Number
II
Type of Material:
Supplier
Mix#
SlumpIFlow (i~.)
Material Temp. (OF)
Ambient Temp. (OF)
Time Placed
No. of Samples
Design Strength (PSI)
Total Cubic Yds.
Concrete G'~out Morlar
II II I
II ...11 I
II II I
II Ij I
IJ II I
II II I
IL lj I
1,1 II I
-,
1\ II \\.
o Previously Iisled uncorrected items
o Changes to approved plan~ and/or specifications"by Architect,or Engineer
o Corrections of previously listed items
o Items requiring correction
o Materials and methods of construction'
o Equipment used (Le, what was used to proof roll or obtain compaction)
,Fi..ld Oh"l'rvllfinn.. 9nd ('omm.-ot..,
~Reinforcing' steel was checked in locations listed above, for grade, size, lap. placement llnd clearances where applicable.
On site for rebar inspection prior to pouring concrete on sheimvall A) and columns B) aqoYc. A) Mats (2) faces of#5@ 12" OC with #3 "Jot
hooks at 36" OC max; boundary element hoops with hair pins #4 @4"OC;hariz. Bars hook 90 degree at EOW around verts. Slab bolsters in
place to provide clearance. Slab dO'Yels in place.
B) columns - slab bolsters in place to provide clearance, #8 verts with #4 hoops.
~~~~eDocuments: Shearwalls Sll_;2!.~ submittal dated 6/29/09.
As a mutual protection to clients, the public, and ourselves, all reports are submitted as confidential pro.pert}' of clients and are intende~ for the use of our clients or
No other person or entity may utilize the report or any ponion thereof without OUT written permission.
ITa the best of my knowledge, the work inspected was in accordance with the building department approved design dra\vjngs, specifications
and applicable workmanship provisions ofthel.B.C. except as noted:
Inspector Na!"e: mike mackessy
Reviewed by: Dave Tilton
Date:
8/4/2009
Daily Field Report
40
Time Arrived: 2:00 PM
Project Name: Hilton Garden Inn
Address: 3328 Gateway, S~~ingfield, OR
Building: Hotel
Permit#:
C81082
Special Inspection:
,-~-'" ~ "".- '. . "'\
3Sf)8 C';'~{~G~~ S~_ \
-C-B- .\,DB~ \L~
525 NW Sec::mrl Slieet Corvallis, Oregofl 97330
tf800.2B3Jlil55 ph511.75A.1302 fx541.753.2264
www.e-lailCompany.com
Project # : 1266-00 I
No. :
~
Period: periodic
Client Name: Associated Consultant
Weather Conditions:
hot/clear
Type ofInspections Performed
~ R,;nro,dng St,,]
o Reinforced Concrete
o Concrete Forms
o Structural Maso~ry
DShotcrete
~ Epoxy Anchors
o Fire Proofing
o O~her:
Specific Placement Locations
o Structural Steel Fabrication
o Structural Steel Erectioil
D Expansion Bolts
D Geotech Observations
D Structural Fills
D Sub-grade (footings(slabs)
D Pile Driving
A)Columns@ 18/A,C, E.25, H; 16/A,C. E,25; 211H,
B) Snearwall @A-e/23
C) Epoxy @column N/8.75.
Equipment
T}'pe
Serial Number
L--
I)
I,
Type of Material: Concrete Grout Mortar
Supplier )-~~j II I
Mix # L !I il I
Slump/Flow (in.) l !I II I
Material Temp. (OF) l II il I
Ambient Temp. (oF) , II- II ,
Time Placed I il II I
No. of Samples L.--JI II I
Design Strenglh (PSI) I JI___JI I
Total Cubic Yds. I II II ,I
Note:
D Previously listed uncorrected items
o Changes to approved plans andlor specifications by Are-hitect,or Engineer
D Corrections of previously listed items
~ Items requiring correction
D Materials and methods of ronslruction
o Equipment used (i.e. whal was used to proof roll or oblain compaction)
,Field Oh_~enr3tion_~ and Comments
~Reinforcing steel was checked in locations listed above, for grade, size, lap, placement and clearances where applicable.
Observed epoxy ofrebar in footing: dowels for columns. Epoxy was Hilti Hit RE 500 with expo Date 10109. Work reflects "as-built" condition.
Need RFI approved. Embed depth of 8" into column. Holes were drilled with 518" diameter carbide tip bit in roto hammer' and are ANSI
approved. Embed on (2)westem holes was 8"'and 8-1/2" on north side 8-114" and 8". Holes were cleaned by wire bnish <i;lld compressed.air.
Holes were filled and rebar illserted with a twist. Columns and shearwall appear complete, in place and have proper c1ear,!~ces and are rcady to
close up and pour. Work appears to comply with manufacturers recommendations (epoxy), approved plans and job specs. _~xcept as noted.
~eference Documents: E~~y ESR2322. S2.1 __~ ___
As a mutual protection to clients. the public. and ourselves. all reports are submitted as confidential property of clients and are intended for the use of our clients or
No other person or entity may utilize the report or any portion thereof without our written permission.
ITO the best of my knowledge, the work inspc.cted was in accordance with the building depaItment approved design dr~wings, specifications
and applicable workmanship provision~ of the I.B.C. except as noted: "
Inspector Name: mike mackessy Reviewed by: Dave ,Tilton
, I~_ I ,,2 11'111
IEcL81r
Date:
8/6/2009
Time Arrived: 9:30 AM
Daily Field Report
Project /I: 1266.001
Project Name: Hilton Garden Inn
Address: 3328 Gateway, Springfield, OR
Building: Hotel
Special Inspection:
~
Period: continuous
Clienl Name: Associated Consultant
Weather Conditions:
Permit#:
C81082
Type of Inspections Performed
~ Reinforcing Steel 0 Structural Steel Fabrication
~ Reinforced Concrete 0 Structural Steel Erection
o Concrete Forms 0 Expansion Bolts
o Struclural Masonry 0 Geotech Observations
o Shot crete D Structural Fills
o Epoxy Anchors 0 Sub-grade (footings/slabs)
D Fire Prooling 0 Pile Drh'ing
D Other:
Specilic Placement Locations
I) Columns@ 161A, C, E.25; 18/A, B.75, E25; 21/A, C, E,25-
Footing elevation to 2nd floor.
2) Wall @23/A-C- Footing@9/N.Q
Note:
.- -.- .~--'-._-~
. LB~ \P~d-.
C1.5dlQ E1cJevJci.~)- ~_,
V .. _ \~
525 NW Secollfi Stmet. Corvilllis, Oregon 97330
d 800,383,0055 ph 541.753.1302 Ix 54L75].2264
www.cIBircompBnv.com
No. :
41
overcast
Equipment
Type Serial Number
Type of Material:
Supplier
Mix #
Slump/Flow (in,)
Material Temp. (oF)
Ambient Temp. (oF)
Time Placed
No. of Samples
Design Strength (PSI)
Total Cubic Yds. .
D Previously listed uncorrected items
D Changes to approved plans andlor specilications by Architect,or Engineer
D Corrections of previously listed items
o Items requiring correction
D Materials and methods of construction
D Equipment used (Le. what was used 10 proof roll or obtain compaction)
II
Concrete Grout Mortar
II II
11 IJ
II II
II II
II 11
II II
II II
II II
fI II
Fipld Oh_~prvMinn~ And Cnmmpnh
DReinforcing steel was checked in locations listed above, for grade, sizt,lap, placement and clearances whue applicable.
I) Sampled fresh concrete for columns listed. Concrete conveyed by boom pump truck and mechanically vibrated. One set of four test cylinders
laken. Rebar inspected by other Clair Company inspectors.
2) Sampled fresh concrete for columns listed. Concrete conveyed by boom pump truck and mechanically vibrated. One set offoU! test cylinders
taken. Rebar inspected by other Clair Company inspectors. Footing confonns to detail 12/S3.l.
~eference Documents: S2.1, S3.l.
As a mutual protection to clients, the public, and ourselves, all reports are submitted as confidential property of clients and are intended for the use of our clients or
No other person or elltity may utilize the report or any portion thereofwilhout our written pennission.
ITO the best Mmy knowledge, the work inspected was in accordance with the building department approved design drawings, specifications
and applicable workmanship provisions of the I.RC. except as noted:
Inspector Name: Tom DeFever
Reviewed by: Dave Tilton
Date:
8/1112009
.. ~~_~jectName: Hilton Garden Inn
Daily Field Report
Time Arrived: 7:00 AM
Project #: l266~001
Address:
3328 Gateway, Springfiel~;_.OR
_.,~~,~_~_~.~~E._ Hotel
Permit#:
C81082
Special Inspection:
Client Name:
Associated Consultant
~
Period: periodic
Weather Conditions:
Type ofInspections Performed
~ Reinforci~g Steel
o Reinforced-Concrde
o Concrete Forms
o Structural Masonry
D Shotcrete
D Epoxy Anchors
o Fire Proofing
~ Other: welds
Specific Placement Locations
Columns F.75/23, H/23
Note:
~ Structural Steel Fabrication
o Structural Steel Erection
o Expansion BoUs
o Geotecb Obscn'ations
o Structural Fi,lIs
o Sub-grade (footings/slabs)
D Pile Driving
Type
Type of Material:
Supplier
Mix # .'
SlumplFlow (in.)
Material Temp. (oF)
Ambient Temp. (oF)
Time Placed
No. of Samples
Design Strength (PSI)
Total Cubic Yds.
o Previously listed uncorrected items
o Changes to approved plans and/or specifications by Architect,or Engineer
o Corrections of previously listed items
o Items requiring correction
o Materials and methods of construction
o Equipmentused (i.e. what was used to prooholl or obtain compaction)
Fipld nh~prvatinn~ and ('nmmpnj~
?;S~ tJ- G0---UWC:-,-\~ '6+~
-___J
t~-\pBj- ~
525 NW SH:nnn S1met. Corvallis, Oregon :m:m
tf800.383Bil55 phsf.i.75B.13D2 fx541.753.2254
www.claircompan~;cDm
No. :
42
clear
I
I
---1
I
Equipment
Serial Number
~l
Concrete
Grout
Mortar
I ES&Gil
J~-31-4068il
'-__..2J1
J 74911
I 6591L
I I 1:1 lamil
1_,_i11
I 4000il
J 1911
II
Ij
11
it
1.1
II
II
iI
"
~Reinforcing steel was checked in locations listed above, for grade, size, lap, placement and c1l'aranl:Cs where applicable.
- . -. -\
On site for rebar inspeclion on columns above and visual and ring test on studs welded 10 angle iron fOf elevator floor embed (2) and weld plate
embed for beam in column F.75/23. Columns appear ready 10 close up and pour. (3) embeds VT on welds acceptable per A'WS Dl.l. Received
weld certs for embeds.
Reference Documents: Embeds: Martin Fab dwgs EMIOl; columns S2.1.
As a mutual protection to clients. the public, and ourselves. all reports are submitted as confidential property of clients and are intended for the use of our clients or
No other person or entity may utilize the report or any portion thereofwltholll our written pennission.
ITo'the best of my knowledge, the work inspected was in accordance with the building department approved design draywings, specifications
and applicable workmanship provisions of the I.B.C. except as noted: .
Inspector Name: mike mackessy Reviewed by: Dave Tilton
/')--'d.'B c GLiCtwCA.c~~"-:
,o5~ . ._- - . J -'SF: . .
\C~J t b~ d {~
525 N\N Sen:md Stwet. Corvilllis, Or[;900 97330
If 800.383.11;)55 ph 54~1.758. i3D2 Ix 541.753.2264
www.claircompany.com
Date:
8/lJ12009
Time Arrived: 7:00 AM
Daily Field Report
No. :
_ ~"!:.?jerl Name': Hilton Garden Inn
Address: 3328 Gateway, Springfield, OR
_.,,~.,~_il_~i!l_g: Hotel
Permit#:
C81082
Special Inspection:
Project #: 1266-001
43
~
Pedod: periodic
Client Name: Associated Consultant
Weather Conditions:
cloudy
Type ofInspections Performed
~ Reinforcing Steel 0 Structural Steel Fabrication
o ReinfOl"ced Concrete
o Concrete Forms
o Structural Masonry
o Shotcrete
D Epoxy Anchors
o Firl' Proofing
D Other:
t
Specific Placement Locations
1st Hoor SOG@A-Q/l
o Structural Steel Erection
o Expansion Bolls
o Geotech Observations
o Structural Fills
o Sub-grade (footings/slabs)
o Pile Driving
Equipment
Type
Serial Number
Ij
Type of Material:. Concrete Grout Morlar
Supplier 1 It II
Mix# J I'-_JI
Slump/Flow (in.) , II II
Material Temp. (OF) l II IJ
Ambient Temp. (oF) 1 II i 1-"-------1
Time Placed .1 I) II
No. of Samples I II II
Design Strength (PSI) , II II
Total Cubic Yds. I il II
Note:
D Previously listed uncorrected items
D Changes to approved plans andlor specifications by Architect,or Engineer
D Corrections of pre,,'iously listed items
o Items requiring correction
o Materials and methods of construction
o Equipment used (i.e. what was used to proof roll or o.btain compaction)
Firhl OhSl'rVlItinns lID.t C'nmmrnts
~R~inforcing steel was checked in locations listed above, for grade, size, lap, placement and clearances where applicable.
On site for slab-oll-grade pre-pour inspeclion. Rebar and vapor barrier work not completed. Left punch list with job super, John, for concrete I.
crew. Will return at end of day for recinspection. .
I
As a mutual protection to clients, the public, and ourselves, all reports are submitted as confidential property of dients and are intend~d for the use of our clients or
No other person or entity may utilize the report or any portion thereofwilhout our written permission.
ITO the best of my knowledge, the work inspected was in accordance with the building department approved design drawings, specifications
and applicable workmanship provisions of the LB.C. except as noted: .
Inspector Na:me: mike mackessy Reviewed by: DavelTilton
Date:
8/14/2009
.8StB',Bl~WQ~1 S1:;~
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525 NW Sew[j(J Simer Corvallis, Oregon 91330
tl800.J818055 ph~I}581301tx54U53.22B4
www.claircompany.com
Daily Field Report
TimeArrived: 6:00 AM
Project #: 1266-001
44
No. :
Client Name:
Associated Consultant
I
I
1
I
1
Project Name: Hilton Garden Inn
Address: 3328 Gateway, Springfie.ld, OR
Building: Hotel
Permit#:
C81082
Special Inspection: . ~
Period: continuous
clear
Weather Conditions:
Equipment
Type of Inspections Performed
~ Reinforci,ng Steel
~ Reinforced Concrete
o Concrete Forms
o Structural Masonry
o Shotcrete
o Epoxy Anchors
o Fire Prooting
D Other:
Specitic Placement Locations
o Structural Steel Fabrication
,
o Structural Steel Erection
o Expansion Holts
. 0 Geotech Observations
o Structural Fills
.0 Sub.grade (footings/slabs)
o Pile Driving
Type
Serial Number
II
Concrete
Grout
Type of Material:
Supplier
Mix#
Mortar
Ij I)
IL~_JI
iJ J.I
II II
II IJ
II. It
II IJ
II IJ
II i)
I
I
~
I
I
I
II
A) SOO @A-R/I-6,A-O/I-I]
B) Columns 2;3/F.75, H, 24/B.75, E.25
Slump/Flow (in.)
Material Temp. (OF)
Ambient Temp. (oF)
Time Placed
Note:
No. of Samples
Design Slrength (PSI)
Tolal Cubic Yds.
o Previously listed uncorrected ilems
,
o Changes 10 approved plans and/or sp.ecificalions by Architect,or Engineer
o Corrections of previously listed items
D Hems requiring correction
o Materials and methods of construclion
D Equipment used (i.e. what was used 10 proof roll or obtain compaction)
Fil'lcI Oh<i;l'rv~tion_<i; ~nd C'omml'nh
~Reinforcing steel was checked in locations listed above, for grade, size, lap, placement and clearances where applicable;
On site for rebar inspection prior to concrete pour, and to sample, test and observe slab-on-grade pour with (4) columns. See break sheets for
test results_ Concrete placed by boom pump. Concrete was from Eugene Sand & Gravel. For SOG, the psi was 4000, and '5000 for columns.
SOG was vibrated at fonn edge and the columns were consolidated as poured. Slab-on grade poured 125 yds. '
Concrete contractor interpreted notes and details pertaining to openings in slabs applying only to PT slabs. No extra rcbar added at openings in
slab-an-grade.'
Reference Documents: S2.1.
As a mutual protection to clients, the public, and ourselves, all repons are submitted as confidential property of clients and are intended for the use of our clients or
No other person or entity may utilize the report or ani portion thereof without our written pennission.
ITO the best of my knowledge, the work inspected was in accordance with the building department approved design dr.!lWings, specifications
and applicable workmanship provisions of the 1.B.e. except as noted: . :
Inspector Name: mike mackessy
Reviewed by: Dav~':Tilton
JIlIIII1iLa I r
II~
No. .4Q Date _8Ml2.OO..9. Building I::Intp.1
Permit # G8l082 Period oeriodic
Inspector mike mackessy
Type of Inspections Performed
~Reinforcing Steel DStructural Steel Fabrication
DReinforced Concrete DStructural Steel Erection
DConcrete Forms DExpansion Bolts
DStructural Masonry DGeotech Observations
DShotcrete DStructural Fills
~Epoxy Anchors DSub-grade (footings/slabs)
DFire Proofing DPile Driving
DOther.
Cc: Owner
General Contractor
Building Ottical
Designer
- ~-+
" [6'532> B1(de'wQ~. g
"'-C,~/ lD5~ J .
eel Project #1266-001
~
Rev Date: 8-20-09
Covering Issued Daily Field
Report Through #44
Non-Compliance Report
Specific Placement Locations
A) Columns@ l8/A, C, E.25, H: l6/A.
C, E.25: 21/H,
B) Shearwall @ A-C/23
C) Epoxy@ column N/8,75.
City Building Inspector
Page 1 of 1
Description of. Problem
Observed epoxy of rebar in footing: dowels for columns. Epoxy was Hilti Hit RE
500 with expo Date 10/09. Work reflects "as-built" condition. Need RFI approved.
Embed depth of 8" into column. Holes were drilled with 5/8" diameter carbide tip
bit in roto hammer and are ANSI approved. Embed on (2) western holes was 8"
and 8-112" on north side 8~1/4" and 8". Holes were cleaned by wire brush and
compressed air. Holes were filled and rebar inserted with a twist. Columns and
shearwall appear complete, in place and have proper clearances and are ready to
close up and pour. Work appears to comply with manufacturers recommendations
(epoxy), approved plans and job specs. except as noted.
Reference Documents: Epoxy ESR2322, S2.1