HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-3-3
Carlson Testing, Inc.
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589_1252
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAL
TEST SPECIMENS
Test Methods: ASTM C 39/C 172/C 1064/C 138/C 31/C 143/C 231/C 1231
Date Molded: 02/03/2011 Date Received: 02/04/2011 Job Number: El101l3!.
Permit #: SPR2010' 00269
Client: MCDONALDS USA LLC- CLINT CAMERON
Project: MCDONALDS SPRINGFIELD - REMODEL
Address: 3405 GATEWAY ST - SPRINGFIELD, OR
Weather: SUNNY
Test Time:
2: 30 PM
JurisdictioJ: SPRINGFIELD
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Cast By: S. DAUGHTRY
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Ticket#:
I
Air Temp. at Sampling Time:
Contractor: RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON
Subcontractor:
Concrete Supplier: MINI MIX CONCRETE
Truck #: 25 Load #: 1
51
Cylinders were cast for the following locations:
WEST CORNER OF SOUTH BAY FOOTING /STEM WALL
Total Concrete Placement Location:
NORTH WEST,SOUTH WEST,SOUTH BAY SOUTH WEST AND SOUTH EAST CORNERS, FOOTING/STEM
WALLS AND SLAB
Strength Requirement: 3000
Mix Number: 3500 3/4
psi fc @ 28 Days Slump:
Concrete Temp: ~
3.0011 % Air:
Max Agg: 3/411
Cubic Yards: 2
1.9%
Admix! Amt:
Register Number: 0001195
Lab Location: EUGENE
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Set Test @ Test Total Avg. Area . Unit I Type Of Cap Tested
No. Davs Date Load Diameter PSI Fracture Tvne By
7 02/10/2011 34575 3.99 12.50 2770 I 2 PAD 60 3RT
28 03/03/2011 I
28 03/03/2011 I
28 03/03/2011 I
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Distribute attachments. Average fc @ '28 days I
D
Please see reverse side for additional informatioJ.
Job Number: E1101131.
Register Number: 0001195
Date Molded: 02/03/2011
Project: MCDONALDS SPRINGFIELD - REMODEL
\
"
< I in. [25 mm]
Type 1
Reasonable well.fanned
cones on both ends, less
than 1 in. [25 mmJ of
cracking through caps
Type 2
Well-Fonned cone on one
end, yenical cracks running
through caps. no well-defined
cone on other end
Type 3
Columnar vertical cracking
through both ends, no
well-formed cones
r
Type 4
Diagonal fracture with
no cracking through
ends; tap with hammer to
distinguish from Type 1
Type 5
Side fractures at top or
bottom (occur commonly
with unbanded caps)
Type 6
Similar to Type 5 but
end of cylinder is pointed
Asterisked (*) average unit PSI.test results did not meet listed acceptance criteria.
Remarks:
MCDONALDS USA LLC - CLINT CAMERON
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
DIBBLE ENGINEERING - ROBE DIBBLE
RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON
RICH DUNCAN CONSTRUCTION INC - NATE COOKE
Project Manager:
B. LEACH
Reviewed By: Reviewed On 02/11/2011
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this repon is provided
subject to all tenus and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom cn has distributed this report shall be entitled to nse or rely upon the infonuatlon contained in this document.
...
,"
Carlson Testing, Inc.
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
Daily Report of Structural Steel
Client: MCDONALDS USA LLC - CLINT CAMERON
Project: MCDONALDS SPRINGFIELD - REMODEL
Address: 3405 GATEWAY ST - SPRINGFIELD, OR
CTI representative S. DUGGER OBOA 623
was on site this date Feb. 16, 2011
Permit SPR2010-00269
Jurisdiction:
cn Job #:
SPRINGFIELD
E1101131.
to perform Special Inspection for:
PO Numbe,!:
,
,
Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
I
INSPECTED WELDMENTS FOR TUBE STEEL TRASH
ENCLOSURE FRAME. (4) I TUBE STEEL COLUMNS AND (2)
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TUBE STEEL HEADER BEAMS. THE PROCESS USED WAS
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FCAW-G USING E71T-l WIRE WITH C02 GAS SHIELDING.
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THE WELDS CONSISTED O? SINGLE PASS FILLET WELDS
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AND FLF~E BEVEL GROOVE WELDS. THE FILLET WELDS
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FOR TUBE TO BASE PLATE WERE 1/4". THE FLARE
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BEVEL WELDS WERE FILLED.
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DRAWINGS FOR THIS WORK ATTHE SHOP. THESE WELDS
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WERE DONE USING A HAND SKETCH WITH NO. WELD SIZE
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S?ECIFIED. THE WORK iREQUIRES ENGINEER'S REVIEW
Yes NoN/A I
AND WRITTEN .ACCEPTANCE FOR 'IAS-BUTLTlT CQND!'I'IQE.
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NOTE THE COMPLETED WELDS MEET THE VISUAL
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ACCEPTANCE CRITERIA SET FORTH BY AWS D1.1 FOR
WELD PRO?ILES AND FIJLER MATERIALS USED.
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REPORT SUMMARY
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I. Work inspected was: W Completed D In progress
2. Completed work inspectbd was not in compliance with
D Approved plans and: specifications W Shop drawings
D RFI 0 Design change D Submittal D N/A
Document #(s) NEED I Dated
3. Noncomphance nem(s) lere noted this date. details on
following pagers). [jj Yes D No D N/A
4. Noncompliance item(s) \vere reinspected this date, details
on following page(s). I DYes D No W N/A
D Conform D Remain in progress
Report(s) fmdings were diLussed and left with
DAN I
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DFS #(s)
SCOPE OF INSPECTION
I. Checked in with superintendent, client or shop rep.
Name: D.2\N
Company: DANS STEEL
2. Inspection was "IBe' W Continuous
3. Wark performed: D In the field W
D Periodic
At fab shop
D_ZU\1S STEEL
4. If shop inspection do they have fabrication and QC
procedures? W Yes D No D N/A
INSPECTION
1. Reviewed previous inspection reports? X
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
0 Verified weld filler materials confof!1l.
o. X
4. Checked steel members to see thev were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were
installed as required. X
6. Verified high strength bolts and fasteners conform. X
7. Verified the quality of welds produced by welders,
welding operators, and tackers confonn. X
S. Verified steel frame joint details for bracing, stiffening,
member locations. and application of joint details at each X
connection are in compliance by random sampling.
WELDER INFORMATION
Welders Name:
Certification #:
MIKE SWEAR INGER & ROBERT DESANTIS
2831-C1329 & 7764
Yes No N/A
1. Verified the contractor's Welding Procedure
Specifications are in conformance with X
A WS requirements.
2. Verified the essential variables outlined in the
Welding Procedure Specifications were X
employed during execution of the work.
3. Verified the weldability of reinforcing steel
other than ASTM A 706. X
D See additional report pagers).
D Distribute attachments.
THERE WERE NO APPROVED
of DANS STEEL
Based on the Code. approval is r~qUired from the Building Official before the
SPECIAL INSPECTED ltems noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors. -
Page _of _
...
Daily Report of Structural Steel
en Job #: El101l31.
For: 02/16/2011
,
Project: MCDONALDS SPRINGFIELD ~ REMODEL
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in n
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTrs General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
Ifthere are any further questions regarding this matter. please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Steven Dugger
Review Date: 02/17/2011
SLD/LS
MCDONF~S USA LLC - CLINT CAMERON
TO: CITY OF SPRINGP!ELD BUILDING DEPARTMENT
DIBBLE ENGINEERING - ROBE DIBBLE
RICH DUNCAN CONSTRUCTION INC SCOTT JACKSON
RICH DUNC~ CONSTRUCTION INC - NATE COOY~
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Carlson Testing, Inc.
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAL
TEST SPECIMENS
Test Methods: ASTM C 39/C 172/C 1064/C 3l/c 143/C 231/C 1231
Datet.folded: 01/19/2011
Permit #: SPR2010-00269
Client: MCDONALDS USA LLC - CLINT CAMERON
Date Received: 01/20/2011
Job Number: E1101131.
Project: MCDONALDS SPRINGFIELD - REMODEL
Address: 3405 GATEWAY ST - SPRINGFIELD, OR
Contractor: RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON
Subcontractor:
Concrete Supplier: MINI MIX CONCRETE
Truck #: 25 Load #: 1
Test Time:
8:05 AM
JurisdictioJ: SPRINGFIELD
I
I
Cast By: S. DAUGHTRY
I
I
Ticket#:
I
Air Temp. at Sampling Time:
Weather: OVERCAST
40
Cylinders wer~ cast for the following locations:
DRIVE UP WINDOW CONTINUOUS FOOTING AND SPREAD FOOTING WITH STEM WALLS
Total Concrete Placement Location:
DRIVE UP WINDOW CONTINUOUS FOOTING WITH STEM W.~LS P~D SPREAD FOOTING
Strength Requirement: 3000
Mix Number: 3500 3/4"
Admix/Amt: NONE
psi fc @ 28 Days
Slump:
6.00" % Air:
1.8%
Concrete Temp: ~
Max Agg: 3/4"
Cubic Yards: 1. 5
Register Number: 0001170
Lab Location: EUGENE
Set Test @ Test Total Avg. Area Unit I Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Tvne Bv
7 01/26/2011 56255 4.00 12.56 4480 I 2 PAD 60 SD
28 02/16/2011 73465 3.99 12.50 5880 I 2 PAD 60 SD
28 02/16/2011 74445 3.99 12.50 5960 I 2 PAD 60 SD
28 02/16/2011 77615 3.99 12.50 6210 I 2 PAD 60 SD
I
I
I
Distribute attachments. Average fc @ 28 days 6020 I
o
Please see reverse side for additional informatioJ.
, .
Job Number: E1101131. Register Number: 0001170
Project: MCDONALDS SPRINGFIELD - REMODEL
Date Molded: 01/19/2011
<: 1 in. [25 mm]
Type]
Reasonable well-fonned
cones on both ends. less
than 1 in. [25 mm] of
cracking through caps
Type 2
Well-Fomled cone on one
end, vertical cracks running
through caps, no well-defined
cone on other end
Type 3
Columnar vertical cracking
through both ends. no
well-fonned cones
'"
\
Type 4
Diagonal fracture v.ith
no cracking through
ends: tap with"harnrr1er to
distinguish from Type]
Type 5
Side fractures at top or
bottom (occur commonly
with unhanded caps)
Type 6
Similar to Type 5 but
end of cylinder is pointed
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
MCDONALDS USA LLC - CLINT CAMERON
TO: CITY OF SPRINGFIELD BuILDING DEPARTMENT
DIBBLE ENGINEERING - ROBB DIBBLE
RICH DUNCAN CONSTRUCTION INC - SCOTT JACKSON
RICH DUNCAN CONSTRUCTIOK INC - NATE COOKE
Project Manager:
B. LEACE
Reviewed By: Reviewed On 02/17/2011
Our reports pertain to the material tested/inspected only. Infonnation contained herein is not to he reproduced. except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
suhject to all tenns and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the infonnation contained in this document.