HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-10-23
Standard Test Method for Compressive Strength of
Masonry Prisms (ASTM C1314-02)
Field and Laboratory Test Sheet
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SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
October 23, 2006
COM2005-01773
Mr Mark Bruer
Essex General Construction
4284 West 7th Avenue
Eugene, OR 97401
722-60145-51
Regional Sports Center Phase 2
Basketball BUilding
200 South 32nd Street
Spnngfleld, Oregon
Client
Address
PrOject No
Date
B P No
ProJ Name
PO No
Cast By
Jennifer Tran
Location.
Placement Data
Field Test Data
Placement Data'
Pnsms
Matenal
9 1/4"
Slump Cone I D No
Air Temperature I.D No
Matenal Temp I D No
TYPE (CMU/Brlck)
Line 1 top out lift, Line A/12 to the end of the bUilding
790
Specimen Size
3/8"
CMU
LocatIons Sampled At
Line 1IC
Time Cast. 10.45 AM
Cunng Conditions
Initial Temp
MaXimum Temp 48 hours
Minimum Temp 48 hours
ADMIXTURE MIX I D, NUMBER
9/13/06
Date Rec'd
Weather
9/15/06
Date Cast
Supplier
Sunny Morse Bros
MAX AGGR SIZE SLUMP
Results Reported To
Contractor
TICKET NUMBER
2551856
SAND
CEMENT
GROUT PROPORTIONS'
CEMENT
LIME
ADMIXTURE MIX I D, NUMBER
MORTAR PROPORTIONS'
Compressive Machine 10 E009
DeSign Strength (F'M): reQuired
. . J _
Spherical Head Dia, (in): 8
Upper Bearing Plate Dim.: 12 4 x 8 3 x 2 0
Lower Platen Dimensions (in): 12" dla x 28
Lower Bearing Plate Dim. 18 x 10 x 1 25
Lower
Bearing
Plate
Thickness
Upper
Fracture Type Bearing Plate
(1-7) ThIckness
Req
DImenSIons CMU Net Cross Max Load
(Inches) Grouted? Sect Area (Ibs)
(WxLxH) (s I)
15 31xB 31x7 61 Yes 6323 207,135
15 61x7 60x8 42 Yes 6399 203,075
15 20xB BOx7 61 Yes 6696 224,480
3) Cone & Spilt 4) TenSion Break
Comp
Strength
(pSI)
HPITP
RatiO
Correction
Factor
Prism No
Test Date
Age (days)
Corrected pSI
Average
Compressive
Strength (F'M)
!?"'"
10/11/06
10/11/06
10/11/06
06-2911
06-2912
06-2913
28
28
28
2 01
2 01
2 01
3,280
3,170
3,350
1 0
1 0
1 0
3,280
3,170
3,350
6) Shear Break
5 1 25
3 1 25
2 1 25
N/A
N/A
N/A
3,270 -I
1) COnical Break
Remarks:
2) Cone & Shear
5) Semi-Conical Brk
7) Face Shell Separation
ReS~X~~"Y Sub Itted,
profFranal S Ices Industnes, Inc
Ste(~n E Wilder
Laboratory Supervisor
_-I---.-----L--.
_-1-'
Prism
No,
;f~;1~~ P n sm
No
Ala)\,
A ~ a !(
AHBL
Prism
No.
A (Front)
B (SIde;
'Broad Base - Roy Gray
Branch Englneenng - Rene Fabncant
City of Spnngfleld
Solarc Architecture - Galen Ohmart
c
... ~., Information
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I!!nglneerlng · ConsunIng · 7IafJtIng
Standard Test Method for Compressive Strength of
Masonry Prisms (ASTM C1314-02)
Field and Laboratory Test Sheet
Client
Address
Placement Data'
Mr Mark Bruer
Essex General Construction
4284 West 7th Avenue
Eugene, OR 97401
PrOject No
ProJ Name
Location'
Placement Data
Material
Prisms
Line 1 top out lift, Line A/12 to the end of the building
Locations Sampled At
Line 1/C
Date Cast
9/13/06
Date Rec'd
Weather
CEMENT
GROUT PROPORTIONS'
CEMENT
MORTAR PROPORTIONS'
Compressive Machine 10 E009
DesIgn Strength (F'M): required_
-
Prism No
06-2914
06-2915
06-2916
Test Date
HPITP
Ratio
9/15/06
Supplier
Sunny Morse Bros
MAX AGGR SIZE SLUMP
LIME
722 -60145-52
Regional Sports Center Phase 2
Basketball BUilding
200 South 32nd Street
Springfield, Oregon
Slump Cone I D No
Air Temperature I D, No
Material Temp I D No
TYPE (CMU/Brlck)
CMU
Results Reported To
Conlractor
TICKET NUMBER
2551856
SAND
Spherical Head Dia. (m): 8
Upper Bearing Plate Dim.: 124 x 83 x 2 0
Dimensions CMU Net Cross Max Load
(Inches) Grouted? Sect Area (Ibs)
(WxLxH) (s I)
15 53x7 61x9 00 No 4376 101~410
15 37x1 70x8 85 No 4244 117,345
15 38x8 58x7 59 No 3900 110,290
3) Cone & Split 4) Tension Break
1) COnical Break 2) Cone & Shear
Remarks:
(2914) 4 58x5 62 - 25 73 (2915) 5 60x4 59 - 2570
Age (days)
10/11/06
10/11/06
10/11/06
28
28
28
204
1 99
202
Comp
Strength
(pSI)
Correction
Factor
2,360
2,760
2,820
5) Semi-Conical Brk
I..
;oi"~h,
(2916) 4 64x5 63 - 2612
A (Front) /
}:,tf'~',' B (SIde;
p~:~ A L> L
-
Prism \ ( B J'
No. A {
c
City of Springfield
Solarc Architecture - Galen Ohm art
Field Test Data
790
Specimen Size:
Date
B P No'
PO No
Cast By
91/4"
SPRINGFIELD OFFICE
1 040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
October 23, 2006
COM2005-0 1773
Jennifer Tran
3/8"
Time Cast 1 0 45 AM
CUring Conditions.
Initial Temp
Maximum Temp 48 hours
MInimum Temp. 48 hours
ADMIXTURE MIX I D NUMBER
ADMIXTURE MIX I D NUMBER
Lower Platen Dimensions (in): 12" dla x'28
Lower Bearing Plate Dim. 18 x 10 x 1 25
Corrected pSI
1 0
1 0
1 0
2,360
2,760
2,820
6) Shear Break
Prism
No. A"""-- I B "'- -'
Broad Base - Roy Gray
Branch Engineering - Rene Fabricant
Average
Compressive
~trength (F'M)
2,650
Upper
Fracture Type Bearing Plate
(1-7) Thickness
Req
Lower
Bearing
Plate
Thickness
Rpn
5 1 25
5 1 25
4 125
N/A
N/A
N/A
7) Face Shell Separalion
Respec1}flJlly Su mltted,
Prafes 'f/(n~al S rvlces Industnes, Inc
Ii I\l
Steven '=.'''1 Ilder
Laboratory Supervisor
l-}s ;1 Information
~.". .To Build On
Engineering. Consulting. Testing
DAILY FIELD REPORT
Date Performed: October 18, 2006 Report Number: 722-50384-26
Client: Mr Steve Yett Project Name: Olympic Center Street Project-
Olympic Street PropertIes 'Pak Mail'
POBox 26125 Project Location: 23rd & OlympIC St
_ Eugene,_ Or:egon 97402 Springfield, _Oregon
P.O. No.: Permit No.:
Type of Inspection: Suspended Ceiling Weather: InsIde
Field Observations and Comments
As requested, a PSI representatIve was on-site for Inspection on the suspended ceiling system for PAK MAIL located at'
2323 OlympiC Street The Armstrong System was Installed per manufacturer's directions, specifications and letter by
SS & W Engineers dated June 14, 2006 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
Inspector: David' Smith
If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649
Respectfully Submitted,
ProfeSS/O;.,? I:UstrieS, Inc.
Tran
ent Manager
c' SS&W, Inc - Engineers
Vlk Construction
City of Springfield
THIS REPORT IS 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
ProfeSSional Service Industries. Inc' 1040A Shelley St . Springfield, OR 97477' Phone 541/746-9649' Fax 541/746-7163
l."~;l Information
~~. .To Build On
Engineering. Consulting. Testing
DAILY FIELD REPORT
Date Performed: October 20, 2006 Report Number: 722-60145-54
Client: Mr John Helander Project Name: Regional Sports Center, Ph 2
Essex General Construction Basketball Building
4284 West 7th Avenue Project Location: 200 South 32nd Street
Eugene, OR 97401 Springfield, Oregon
Contractor: Essex General Construction Permit No.: COM2005-01773
Type of Inspection: High Strength Bolts Weather: Cloudy
Field Observations and Comments
As requested, PSI was on-site to perform special inspection on all A325 high strength bolts In the primary column to
rafter connections pers AISC "turn of the nut" method 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
Inspector: Chris Thomason, ICC # 5069949-85
If you have any questions regarding this report, please feel free to contact us at 541-746-9649
Respectfully Submitted,
Professional Service Industries, Inc.
~,'
I'
,/
Christopher Thomason
Structural Steel Field Supervisor
C' City of Springfield
Sol arc Architecture - Galen Ohmart
Roy Gray
Branch Engineering - Rene Fabricant
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 .1040A Shelley St . Springfield OR 97477. Phone 541/746 9649 F
, - . ax 541/746-7163
, '
l"'!~;( Information
~~. .To Build On
Engineering. Consulting. Jesting
DAILY FIELD REPORT
Date Performed: October 10, 2006 Report Number: 722-60145-50
Chent. Mr John Helander Project Name: Regional Sports Center, Ph 2
Essex General Construction Basketball Building
4284 West 7th Avenue Project Location: 200 South 32nd Street
Eugene, OR 97401 Springfield, Oregon
Fabricator: Horning Fabricators
Contractor: Essex General Construction Permit No.: COM2005-0 1773
Type of InspectIon: Welding Inspection Weather: Field/Inside
Field Observations and Comments
Performed penodlc visual Inspection on weldments placed brace frame at roof level and ground level gnd Ime A at 5,
(see RFI dated September 29, 2006) Weldments were Inspected for Size, length, profile and locations To the best of
our knowledge, the work Inspected above was In Conformance With approved draWings, specifications and applicable
AWS D1 1 codes Contractor was asked to notify our office when additional services are needed
Inspector: Greg Boehland, ICC #0884258-85
If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649
Respectfully Submitted,
Professional Service Industries, Inc.
t%6
Chnstopher Thomason
Structural Steel Field Supervisor
c City of Spnngfleld
Sol arc Architecture - Galen Ohm art
Roy Gray
Branch Englneenng - Rene Fabncant
THIS REPORT IS 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
ProfeSSional Service Industnes, Inc. 1040A Shelley St . Spnngfleld. OR 97477. Phone 541/746-9649. Fax 541/746-7163
, '
l"!~ ;rnformation
~.,. .To Build On
Engineering. Consulting. Testing
DAILY FIELD REPORT
Date Performed: October 16, 2006 Report Number: 722-60145-53
Client: Mr John Helander Project Name: Regional Sports Center, Ph 2
Essex General Construction Basketball Buildmg
4284 West 7th Avenue Project Location' 200 South 32nd Street
Eugene, OR 97401 Springfield, Oregon
Contractor: Essex General Construction Permit No.: COM2005-01773
Type of Inspection: High Strength Bolts Weather: Field/Rain
-
Field Observations and Comments
Met on-site with erector to witness the turn of the nut procedure on the X-braCing between columns Bolts were
"snugged" and marked for the additional turn which Will be performed and Inspected at a later date
Inspector: DaVid Smith, ICBO # 0884258-85
If you have any questions regarding this report, please feel free to contact us at 541-746-9649
Respectfully Submitted,
Professional Service Industries, Inc,
~
Christopher Thomason
Structural Steel Field Supervisor
c City of Springfield
Solarc ArchItecture - Galen Ohmart
Roy Gray
Branch Engineering - Rene Fabricant
THIS REPORT IS 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
ProfeSSional Service Industries, Inc .1040A Shelley St. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163
. .
-(---_.. ------------
l.'!~ ;1 Information
~.,. .To Build On
Engineering. Consulting . ~sfing
DAILY FIELD REPORT
Report Date:
Client:
October 24, 2006
Mr John Helander
Essex General Construction
4284 West 7th Avenue
Eugene, OR 97401
Report Number:
722-60020-64
Springfield Sports Complex -
Willamalane Office
200 S 32nd Street
Sprmgfield, Oregon
Project Name:
Project Locati'on:
Type of Inspection: MOisture Kits
Permit No.:
P.O. No.:
Remarks
Field Observations and Comments
Results of mOisture emiSSion tests performed by our representative at the above referenced
project uSing Calcium Chlonde test kits The test kits were placed on October 24, 2006 and
picked up on October 27, 2006
Total exposure time: 70.25 hours
Emission Tests - Calcium Chloride (ASTM E1907, F1869)
Test Location Starting Weight Ending Weight MOISTURE Temp Relative pH
No.: (g) (g) EMISSION (*) Hum. (%)
1 Kmders Room 143 299 330 521 68 41.5 9
2 Multipurpose Room 147 297 330 555 70 38,5 9
3 Open Office Area 103 298 32,8 496 72 349 9
* Moisture'emission is in pounds per 1000 square feet In 24 hours. Our tests were calculated without
deducting the area of the dish.
Inspector: Jennifer Tran
If you have any questions regarding this report, please feel free to contact us at 541-746-9649
Respectfully Submitted,
Professional Service Industries, Inc.
.....
~
c City of Spnngfield ----
Solarc Architecture - Gahlen Ohmart
Branch Englneenng - Rene Fabncant
Roy Gray
THIS REPORT IS 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
Professional Service Industnes, Inc. 1040A Shelley St . Spnngfleld. OR 97477. Phone 541fi46-9649. Fax 541fi46-7163
. '
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-- -~- -- --- ---- --- ~- --~-
---- ---- - -- - -- -- - - - - - - -- -- - - ~--
ln~;lInformation
~.,. eTo Build On
Engineering. Consulting · Testing
,___~____No~)l1ber 3Q,_~..96
_ ,. --::._.".- _=--""... ...,....__ _ _A_........_ _. ~--. .~~ _ _ _~ ___~ _~ ~..._-=--
!
!
j
________ _L
Mr J obn Helander
Essex General Constructlon
4284 West 7w Avenue
Eugene, Oregon 97401
Phone
Fax
541-501-5266
541-736-5986
Subj~ct:
Fmal Summary Report
Spnngfield Sports Complex _'Willamalane Sports Complex
200 South 32nd Street, Spnngfield, Oregon
Project Number 722-60020 Report Number 65
Buildmg Perrmt No C0M2005-01113
Dear Mr Helander
Professional Service Industries, Inc. (pSI) is wntmg tl11s letter to document that, m accordance With Sectlon 1701
of the State Buudmg Code, representatlves from our :firm have performed special mspectlon dunng constructlon
Our project fUe(s) mdlcate that PSI Special Inspectlon(s) actlvltles hsted below were conducted as scheduled from
January 5, 2006 to October 24, 2006 Tlus letter represents a summary of work observed and reported by PSI
representatlve(s) and the resolution of any documented noncomphance
.
.
.
.
.
.
.
Structural Masonry
Remforced Concrete
Remforcmg Steel
Epoxy Inspectlon
Structural Steel and We1dmg
Thgh Strength Boltmg
Sous ObservatlonlAuger Pier Observatlon
To the best of our knowledge, the special mspectIOns referenced herem were performed by our firm m general
accordance With the requrrements, approved plans and specIficatIOns, prOVided change orders that rmpacted plans
and/or specIficatlons, and applicable workrn"n~hip provlSlons of the State BUlldmg Code and Standards
F or specific details regardmg our mspectlon services, please reference our prevIOusly subnutted reports numbered
722-60020-01 through 722-60020-64
Also performed m-place density tests on crushed aggregate and obtamed concrete test samples dunng placement of
concrete
If you have any questIOns or uwe can be of further assistance please do not heSitate to call us at 541 7469649
Respectfully Subnutted,
Professional Se~dustries, Inc.
~ ?'1.-- -
e Tran, E.I T
D entManager
C City of Spnngfield
Mr Roy Gray
Mr Galen Obmart - SOLARC Arclutecture
Mr Rene Fabncant - Branch Engmeenng
ProfeSSional Service Industnes, Inc .1040AShelley St .-Spnnglield, OR 97477' Phone 541/746-9649' Fax 541/746-7163
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