Report Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Inc. Eugene Office (541) 345 -0289
Carlson Testing
Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
647 ea..)
60 —'
REPORT OF 4 X 8 CONCRETE TEST SPECIMENS
Test Methods: ASTM C31/ C172 /C192/C39/C1064/C231/C143/C1231
Date Molded: 04/23/2010 Date Received: 04/26/2010 Job Number: T1001923.
Permit #: BUP2009 -00208
Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK
Project: &R - COMMAND & BUSINESS OPERATIONS CENTER (CBOC)
Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD
Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP
Subcontractor: Cast By: K. THRALL
Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL
Truck #: 40395 Load #: 1 Ticket #: 3294617
Weather: CLOUDY Test Time: 8:30 Air Temp. at Sampling Time: 43
Cylinders were cast for the following locations:
SAME AS BELOW
Total Concrete Placement Location:
ROOF TOP MECHANICAL PAD WALLS, 2ND & 3RD FLOOR SLAB INFILLS AT 5 /B.7 -C AND
B.5/7
Strength Requirement: 4000 psi f c@ 28 Days Slump: 5.000" % Air: 1.60 %-
Mix Number: 4 0 PGH2 M0 Conc. Temp: 66 Cement Type: VII Max Agg: 3 / 4 "
Admix/Amt: POLYHEED : 120 OZ ; HOT WATER Cubic Yards: 4
Register Number: 0094793 Lab Location: TIGARD
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
I 7 04/30/2010 60731 4.01 12.62 4810 3 PAD 60 BAH
28 05/21/2010 84513 4.01 12.62 6700 3 PAD 60 BAH
28 05/21/2010 83768 4.01 12.62 6640 3 PAD 60 BAH
28 05/21/2010 84120 4.01 12.62 6670 2 PAD 60 BAH
Distribute attachments. Average f c@ 28 days 6670
Please see reverse side for additional information.
Job Number: T1001923 . Register Number: 0094793 Date Molded: 04/23/2010
Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (CBOC)
<1 in. [25 mm]
\ /
)%.
/ \ .0 ,
Type 1 Type 2 Type 3
Reasonable well - formed Well- Formed cone on one Columnar vertical cracking
cones on both ends, less end, vertical cracks running through both ends, no
than 1 in. [25 mtn] of through caps, no well- defined well - formed cones
cracking through caps cone on other end
r \
/
Type 4 Type 5 Type 6
Diagonal fracture with Side fractures at top or Similar to Type 5 but
no cracking through bottom (occur commonly rnd of cylinder is pointed
ends; tap with hammer to with unbonded caps)
distinguish from Type 1
Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK
TO: CITY OF TIGARD BUILDING DIVISION
KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM
PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM
HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM
TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM
TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM
Project Manager: JAMES F. HIETPAS
Reviewed By: Ty Toiler On 05/24/2010
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 report is provided
subject to all terms 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 information contained in this document.
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
c3 "2_0 r —.-
REPORT OF 4 X 8 CONCRETE TEST SPECIMENS
Test Methods: ASTM C31/ C172 /C192/C39/C1064/C231/C143/C1231
Date Molded: 04/19/2010 Date Received: 04/20/2010 Job Number: T1001923 .
Permit #: BUP2009 -00208
Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK
Project: &R - COMMAND & BUSINESS OPERATIONS CENTER (CBOC)
Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD
Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP
Subcontractor: Cast By: M . LARSON
Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL
Truck #:
329 Load #: 1 Ticket #: 3294515
Weather: CLOUDY /WARM Test Time: 7 : 55 AM Air Temp. at Sampling Time: 52
Cylinders were cast for the following locations:
ROOF MECHANICAL SLAB
Total Concrete Placement Location:
ROOF MECHANICAL SLAB
Strength Requirement: 4000 psi f c@ 28 Days Slump: 5.000" % Air: 2.20%
Mix Number: 40PGH2M0 Conc. Temp: 67 Cement Type: I /11 Max Agg: 3/4"
Admix/Amt: POLYHEED Cubic Yards: 4 "
Register Number: 0094732 Lab Location: TIGARD
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
I 7 04/26/2010 54163 4.02 12.69 4270 1 PAD 60 JT
28 05/17/2010 72378 4.01 12.62 5740 2 PAD 60 BAH
28 05/17/2010 70716 4.01 12.62 5600 2 PAD 60 BAH
28 05/17/2010 68566 4.01 12.62 5430 2 PAD 60 BAR
n Distribute attachments. Average f c@ 28 days 5590
Please see reverse side for additional information.
Job Number: T1001923 . Register Number: 0094732 Date Molded: 04/19/2010
Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (CBOC)
< 1 in. [25 mm]
.) i� S '� 1 ( '11, \ r 5 555 5
,, \ ,r \
Type 1 Type 2 Type 3
Reasonable well - formed Well- Formed cone on one Columnar vertical cracking
cones on both ends, less end, vertical cracks running through both ends, no
than 1 in. [25.mm] of through caps, no well- defined well - formed cones
cracking through caps cone on other end
\ -
Type 4 Type 5 Type 6
Diagonal fracture with Side fractures at top or Similar to Type 5 but
no cracking through bottom (occur conunonly ,tid of cylinder is pointed
ends; tap with hammer to with unbonded caps)
distinguish from Type 1
Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK
TO: CITY OF TIGARD BUILDING DIVISION
KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM
PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM
HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM
TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM
TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM
Project Manager: JAMES F. HIETPAS
Reviewed By: Ty Toller On 05/19/2010
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 report is provided
subject to all terms 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 information contained in this document.