HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-9-20
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Engineering. ConsuHing · Testing
DAILY FIELD REPORT
Date Performed: September 20, 2006 Report Number: 722-60303-10
Client: Springfield School DIstrict #19 Project Name: A3 Academy of Arts &
1890 N 42nd Street Academics
Springfield, OR 97477 Project Location: 611/615 Main Street
SpringfIeld, Oregon
Contractor: Melli Construction Co Building Permit No.: COM 2006-00836
Type of Inspection: Epoxy Weather: InSide
Field Observations and Comments
Performed continuous Inspection durrng the installation of 5/8" all thread epoxied anchor bolts In the following locations
(6) at grrdllne 2 In between grrdllnes A and B, (4) on grrdllne 2 between grrdllnes Band C (15) on line 2 on the other
side of the wall between grid lines A and D All anchors are for Simpson Hold Downs, HD2A, between rafters and wall
Prror to Installation the predrrlled holes were cleaned uSing a nylon brush and compressed air Verrfled minimum
embedment depth of 2 Inches The above listed epoxy were Installed uSing Hlltl Hit Hy 20 epoxy with ICBO # 4815
Contractor stated the nuts would be tightened after epoxy has cured The epoxy were Installed In accordance with
manufacturer's direction and englneerrng approval needed In addition all anchors Installed on this date need
englneerrng approval for "as bUilt" condition. There were only two Inches of embedment through the open cells of the
block Plans called for a minimum of 4 inches PSI has received an RFI stating 2 Inches IS acceptable from the
engineer. RFI on file To the best of our knowledge, the work above was In accordance With the bUilding department
approved deSign draWings, speCifications and applicable workmanship proVISions of the International BUilding Code
Inspector: Wesley Brown
If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
Profess'onal Service Industries, Inc.
.,t~
.
Tran
ment Manager
c. 2G Construction-Mike Kimball
SpringfIeld School District # 19-John Saracono
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-'~ ., Information
~~. .To Build On
Engineering. Consulting. 'Jesting
DAILY FIELD REPORT
Date Performed: September 18, 2006 Report Number: 722-60303-9
Client: Spnngfleld School Dlstnct # 19 Project Name: A3 Academy of Arts &
1890 N 42nd Street Academics
Spnngfleld, OR 97477 Project Location: 611/615 Main Street
Spnngfleld, Oregon
Contractor: Melli Construction Co Building Permit No.: COM 2006-00836
Type of Inspection: Epoxy Weather: Clear
Field Observations and Comments
. Performed continuous Inspection dunng the Installation of 5/8" all thread epoxied anchor bolts In the following locations,
(12) along gndllne 1 as per detail 11/S2, (3) on gndllne 1 as per detail 12/S2, (3) along gndlrne between D and C 5 as per
detail 11/S2, (6) on gndlrne 3 between A and 8.5 as per detail 7R/S2, (5) anchors on gnd line 2 between B 5 and C 5 as
per detail 6R/S2. These were Installed uSing Hlltl Hit Hy 20 with ICBO# 4815 with a minimum embedment depth of 6
Inches as per engineer's specificatIons Pnor to installatIon the prednlled holes were cleaned uSing a nylon brush and
compressed air, Venfled minimum embedment depth of 4 Inches for dowels Inserted honzontally and venfied
embedment depth of 6 Inches for dowels placed at an angle the above listed epoxy were Installed uSing Simpson Set
22 epoxy With ICC # 5279 Contractor stated the nuts would be tightened after epoxy has cured The epoxy were
Installed In accordance With approved Job-Site plans and the latest reVISions dated September 14, 2006. In addition all
anchors are for Simpson Strong Tie HD2A from rafter to wall To date a total of 29518 all thread anchors have been
Installed To the best of our knowledge, the work Inspected above was In accordance With the bUilding department
approved design drawings, specifications and applrcable workmanship proVIsions of the International BUilding Code
Inspector: Wesley Brown
If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649
Respectfully Submitted,
profess.on,CdUSfrieS, Inc.
c, 2G Construction-Mike Kimball
Spnngfield School Dlstnct # 19-John Saracono
City of Spnngfleld
THIS REPORT IS PROVIDED FOR THE INFORMA nON 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"'~;l Info, "lOtion
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Client:
Address:
Springfield School District # 19
1890 N 42nd Street
Springfield, OR 97477
Placement Data
Footing for shear walls along gndhne C and B
COMPRESSION REPORT
Project No.: 722-60303-5
Proj. Name: A3 Academy of Arts & Academics
Location: 611/615 Main Street
Springfield, Oregon
Material Concrete
Location Sampled At
N/A
Date Cast: 08/25/06
Ticket No' MIx No :
2617554 40-5
Date Rec'd 08/28/06
Weather:
InSide
DesiRn StrenRth (psi): required 4,000
Cylinder No Test Date Age (days) Field Cure Lab Cure
(days) (days)
06-2603 9/1/2006 7 3 4
06-2604 9/1/2006 7 3 4
06-2605 9/22/2006 28 3 25
06-2606 9/22/2006 28 3 25
** 1 - Cone (both ends) 2 - ConeNertlcal Cracks (one end) 3 - Columnar
Remarks:
c: 2G Construction-Mike Kimball
Springfield School District # 19-John Saracono
City of Springfield
Yardage
10
10
Slump (m.)' ASTM C143
Max Aggr Size:
Air Content. ASTM C231
Air Temperature (F)
Matenal Temp. (F): ASTM C1064
Max Temp (F):
Mm Temp (F):
Specimen Size:
Unit Weight (pct): ASTM C138
Time Cast. 10 50 AM
Additives:
Results Reported To:
.
SPRINGFIELD OFFICE-
1040 - A Shelley Street.
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
September 27,2006
Date:
B.P. No.:
P.O. No.:
Cast By:
Greg Boehl and
Load:
Total:
Supplier:
Morse Bras
Field Test Data
5"
1/2"
73
79
6 x 12
Curmg Conditions:
ASTM C31
Compressive Strength Data ASTM C39
placed 4,000
Diameter or Cross Sect Area Cylinder WT Comp Strength F t T ., Capping Method
Dimensions (s I) (Ibs) Max Load (Ibs ) (pSI) rac ure ype Test Time
(Inches) C617 -03 C1231-03
603 2856 282 105,580 3,700 5 9'39 X
603 2846 283 106,385 3,740 5 9 44 AM X
597 2801 283 149,930 5,350 2 8 45 AM X
599 2821 283 156,380 5,540 3 8 42 AM X
I I ~
4 - Diagonal wIno cracking at ends 5 - Side fractures (at top of bottom) 6 - Top fractures (same as #5 but end of cylinder IS pOinted)
ReS~~~IIY Submitted,
P~~~~~dUSlries. Inc.
Steven E Wilder
Laboratory Supervisor
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, IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES