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REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C39/C172/C1064/C31/C143/C231/C1231
Date Molded: 07/30/2018 Date Received: 07/31/2018 Job Number: T1804460.B
Permit#: BUP2018-00089
Client: TIGARD-TUAL SD #23J C/O DAY CPM - BROOKE DE FREVAL
Project: TIGARD HIGH SCHOOL - MODERNIZATION - FOUNDATION ONLY
Address: 9000 SW DURHAM RD TIGARD OR Jurisdiction: TIGARD
Contractor: LCG PENCE CONSTRUCTION LLC - KURT SCHWABAUER
Subcontractor: Cast By: E. MORRISON
Concrete Supplier: KNIFE RIVER CORPORATION NORTHWEST
Truck#: 40155 Load#: 1 Ticket#: 14042387
Weather: SUNNY Test Time: 11:30 Air Temp. at Sampling Time: 74
Cylinders were cast for the following locations:
FOOTINGS N7-N12/NORTH OF NA
Total Concrete Placement Location:
FOOTINGS N7-N12/NORTH OF NA
Strength Requirement: 4000 psi f c@ 28 Days Slump: 5.5 0" %Air: 1.5%
Mix Number: VIN15300 Concrete Temp: 82 Max Agg: 3/4"
Admix/Amt: WRDA64: 44 OZ Cubic Yards: 2 OF 2
Register Number: 00144409 Lab Location: TIGARD Curing: High **
Low **
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
I 7 08/06/2018 23125 4.00 12.56 1840 2 PAD 60 MBO
28 08/27/2018 32170 4.00 12.56 2560 2 PAD 60 MBO
30 08/29/2018 32915 4.00 12.56 2620 3 PAD 60 MBO
56 09/24/2018
❑ Distribute attachments. Average fc @ 28 days 2560 *
Please see reverse side for additional information.
Job Number: T1804460.B Register Number: 00144409 Date Molded: 07/30/2018
Project: TIGARD HIGH SCHOOL - MODERNIZATION - FOUNDATION ONLY
<1 in.[25 mm]
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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 commonly :ad 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.
**Not measured-Departure from ASTM C31 standard
Remarks:
TIGARD-TUAL SD #23J C/O DAY CPM - BROOKE DE FREVAL
TO: CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT NCL/FINAL ONLY
CATENA CONSULTING ENGINEERS - AVERY MORRIS AVERY@CATENAENGINEERS.COM
BASSETTI ARCHITECTS - GREG VOHS GVOHS@BASSETTIARCH.COM
LCG PENCE CONSTRUCTION LLC - KURT SCHWABAUER MAIL/KURTS@LCGP.COM
DAY CPM SERVICES - WES WINSHIP WWINSHIP@DAYCPM.COM
Project Manager: Steven W Leach Reviewed By: Greg Leeper On 08/30/2018
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.
8430 SW HUNZIKER ST,TIGARD OR-PO BOX 230997,TIGARD OR 97281
Carlson Testing, Inc.
Incompleted Items List (NCL)
Aug 31,2018
T1804460.B
Project Name: TIGARD HIGH SCHOOL - MODERNIZATION - FOUNDATION ONLY
Project Address: 9000 SW DURHAM RD TIGARD OR
Permit No: BUP2018-00089
P.O.No: Project Manager: STEVEN W. LEACH
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
1 EM 07/30/2018 CONCRETE Reg #: 144409 Str Req: 4000
Date Tested Days PSI
08/27/2018 28 2560
Avg f'c @ 28 days 2560
08/29/2018 30 2620
09/24/2018 56
Location:
FOOTINGS N7-N12/NORTH OF NA
TIGARD-TUAL SD #23J C/O DAY CPM - BROOKE DE FREVAL
TO:CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT
CATENA CONSULTING ENGINEERS - AVERY MORRIS
BASSETTI ARCHITECTS - GREG VOHS
LCG PENCE CONSTRUCTION LLC - KURT SCHWABAUER
DAY CPM SERVICES - WES WINSHIP Page: 1
Carlson Testing, Inc.
Incompleted Items List (NCL)
Aug 31,2018 '
T1804460.B
Project Name: TIGARD HIGH SCHOOL - MODERNIZATION - FOUNDATION ONLY
Project Address: 9000 SW DURHAM RD TIGARD OR
Permit No: BUP2018-00089
P.O.No: Project Manager: STEVEN W. LEACH
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
1 EM 07/30/2018 CONCRETE Reg #: 144409 Str Req: 4000
Date Tested Days PSI
08/27/2018 28 2560
Avg f'c @ 28 days 2560
08/29/2018 30 2620
09/24/2018 56
Location:
FOOTINGS N7-N12/NORTH OF NA
TIGARD-TUAL SD #23J C/O DAY CPM - BROOKE DE FREVAL
TO:CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT r'
CATENA CONSULTING ENGINEERS - AVERY MORRIS
BASSETTI ARCHITECTS - GREG VOHS
LCG PENCE CONSTRUCTION LLC - KURT SCHWABAUER
DAY CPM SERVICES - WES WINSHIP Page: 1