Report (746) Main Office Salem Office Bend Office
P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918
Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708
Carlson Testing, Inc • Phone (503) 684 -3460 Phone (503) 589-1252 Phone (541) 330-9155
FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163
July 3, 2000
T0004403.CTI
Permit No. BUP20000888 RECEIVED
FIELD INSPECTION REPORT JUL 1 0 2000
DATES COVERED: June 30, 2000 BY-
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: C. Stasch COP#485, WABO #STA7637001, OBOA #331
06- 30 -00: CTI representative was on site and noted a 5000 psi concrete mix 5031 B was placed in post tension
slab pour #2-- between -3.5 -9/A-C, and D- G/6 :5 =9; as well as D18 and D19 and shear wall at 7 line. All -
reinforcing was checked prior to placement of concrete and it conformed to approved drawing. All corrections
were made per engineer field report dated 6/28/00.
All concrete was pumped and vibrated. Six sets of (6) cylinders were cast — two field cure and (4) lab cure
each. A total of (170) cubic yards were placed. Slumps were between 6'/2" to 5" — maximum allowed is 7 ".
Our reports pertain to the materials inspected /tested only. Information contained herein is not to be
reproduced, except in full, without prior authorization from this office.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
'espectfully submitted,
LSON T TING, INC. r
CHIEF EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
CS /sab
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
VLMK
P. \word\reporTSlfie ld1T0004403. doc
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
REPORT OF 6 X1 ' CONCRL f E TEST SPECIMENS
JUL 1 0 2000 P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Phone 503 684 -3460
Test Methods: BY: FAX # 684 -0954
Date Molded: 06/01 20 00 Job No. T0004403 Permit No: rsurlu' 0 - 00012
Client:
SPECHT DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete Supplier:
ROSS ISLAND SAND & GRAVEL Truck No. 2 1 t'' T185
Ticket No.
Cast By:
J . BRYANT Cu. Yds. 10 OF 45 Load Not
SUNNY - - -- -- - - -68 -
Weather: Temp. High: Temp. Low:
WALLS LINES 3 AND 7 FROM C TO E. TEST AT WALL LINE
Location of Placement:
D FROM 7 TO 9
1 : 20 73
Test Time: Concrete Temp:
3500 28 4 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
3510E
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total A Unit Report Tested
Area No. Days Number Rec'd Test Load PSI No. By
7 ' 2275 06/02 06/08 89,260 28.26 3160 AF
28 2275 06/02 06/29 115,870 28.27 4100 MS
28 2275 06/02 06/29 114,790 28.27 4060 MS
28 2275 06/02 06/29 112,450 28.27 3980 MS
Remarks: i -,
cc: LRS ARCHITECTS
CITY OF TIGARD r
VLMK < / '
Reviewed by: •
. .. . .
• Carlson Testing, Inc. Construction Inspection & Related Tests
Geotechnical Consulting
RFC V".
REPORT 0F ' l ' CONCRETE TEST SPECIMENS
P.O. Box 23814
ASTIR C172/C1231/C39/C31/C1064/C143 JUL 1 0 2000 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
BY:------
Date Molded: 06/02 20 00 Job No. 70004403 Peiriiit v
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: - X Sub Contractor:
Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 211 V185592
Ticket No.
Cast By: S . HER I GSTAD Cu. Yds. 1 1 Load No OF 2
CLEAR 72
Weather. _ Temp. High: Temp. Low:
COLUMNS 1 (A -F), 2 (D -G), 3 (F -3G) AND 1ST 10' OF THE ELEVATOR
Location of Placement:
SHAFT AT GRID LINE A9.
l ::i7 75
Test Time: Concrete Temp:
5000 28 5 1/2"
Strength Requirement: PSI @ days Slump Cement Type
5031B
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: _ Admix. Amount _ Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
7 2328 06/03 06/09 160,070 28.25 5670 WR
28 2328 06/03 06/30 186,720 28.26 6610 MS
28 2328 06/03 06/30 179,230 28.26 6340 MS
28 2328 06/03 06/30 187,310 28.26 6630 MS
Remarks:
cc: LRS ARCHITECTS .�
CITY OF TIGARD ``��
7 - ,
VLMK
/ .
L•.,: "),R.t.TORY M,ANA.GER
Reviewed by:
• Carlson Testing, Inc. Construction Inspection & Related Tests
Geotechnical Consulting
REPORT O F'X 1 CUNCRC_l E TEST SPECIMENS CF.T\TED I
�F A P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: JUL 1 0 2000 1 Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/05 , 20 00 Job No. T0004403 BYPermit No: BUP2.000�- UU012
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 212 T185703
Ticket No.
Cast By: D. V I C K Cu. Yds. 11 OF 35 Load No'
CLOUDY
Weather. Temp. High: Temp. Low:
BASEMENT WALL A LINE 5 TO 9, 9 LINE A TO D. TEST AT BASEMENT
Location of Placement:
WALL BETWEEN 4 AND 5 A LINE.
1:50 74
Test Time: Concrete Temp:
3500 28 4" 1
Strength Requirement: PSI @ days Slump Cement Type
3510B
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount Brand: — Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
7 2376 06/06 06/12 97,540 28.26 3450 WR
28 2376 06/06 07/03 112,700 28.25 3990 MS
28 2376 06/06 07/03 109,870 28.25 3890 MS
28 2376 06/06 07/03 112,910 28.25 4000 MS
Remarks: `
cc: LRS ARCHITECTS f ;
CITY OF TIGARD
VLMK ;
LA.BCRA.TCRY MANAGER
Reviewed by:
Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
REPORT OF( , X 1 2 CONCRETE TEST SPECIMENS RECEIVED
P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 JUL 1 0 2000 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
06/29 20 00 Job No. T0004403 — 0012
Date Molded: ,
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
Address:
12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 T187889
Ticket No.
C . S TAS C H Cu. Yds. 11 OF 22 Load N
Cast By,
SUNNY 70
Weather. _ Temp. High: Temp. Low:
POST TENSION SLAB POUR *1 BETWEEN 3.5 TO 4, A TO D LINE
Location of Placement:
7 : 45 78
Test Time: Concrete Temp:
5000 28 6" I
Strength Requirement: PSI 0 days Slump Cement Type
50318 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
WATER REDUCER POLYHEED
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
FCI 4 3109 06/30 07/03 117,550 28.25 4160 MS
28 3109 06/30 07/27
Remarks:
cc : LRS ARCHITECTS / �"
CITY OF TIGARD
VLMK
Reviewed by: 1 ^ " � ^ r --n r_ v MA N I ' , r_ v r
... .....�_... - -- .. _ .: .. ..tio a.
Carlson Testing, Construction Inspection &Related Tests
ng, Inc. Geotechnical Consulting
REPORT OFf 12_ CONCRETE TEST SPECIMENS RFCF,TV D
P.O. Box 23814
97281
ASTM C172/C1231/C39/C31/C1064/C143 JUL 1 0 2000 Tigard, Oregon
Test Methods: Phone (503) 684 -346-346
0
FAX # 684 -0954
06/29 00 T0004403 BY: F-144-12-2-4(40 -000
Date Molded: , 2 0 Job No. t'ermit No:
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address:
12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 207 T187913
Ticket No.
Cast By: C. STASCH Cu. Yds. 11 OF 66 Load N
SUNNY
Weather. Temp. High: Temp. Low:
POST TENSION SLAB POUR *1 BETWEEN 3.5 TO 4, A TO D LINE
Location of Placement:
75
Test Time: Concrete Temp:
5000 28 5 1/4" I
Strength Requirement: PSI @ days Slump Cement Type
50318 0 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: _ Admix. Amount Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
IIFC 4 3107 06/30 07/03 118,070 28.25 4180 MS
28 3107 06/30 07/27
Remarks:
cc: LRS ARCHITECTS
CITY OF TIGARD
• j'
VLMK
j ,
' -- ^v v. NAGER
Reviewed by:
•
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
RP, -RIVED
REPORT OF f ,X 1 2 CONCRETE TEST SPECIMENS JUL 1
0 2 000 P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
B'Y: FAX # 684 -0954
06/29 2 00 Job No. T0004403 Permit No: . 0 - 00012
Date Molded: .
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor.
Concrete Supplier:
ROSS ISLAND SAND & GRAVEL Truck No. 208 T187919
Ticket No.
Cast By C . STASCH Cu. Yds. 11 OF 117 Load No 11
SUNNY
Weather. Temp. High: Temp. Low:
POST TENSION SLAB POUR #1 BETWEEN 3.5 TO 4, A TO D LINE
Location of Placement:
82
Test Time: Concrete Temp:
5000 28 4 3/4" I
Strength Requirement: PSI ® days Slump Cement Type
5031B 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
WATER REDUCER POLYHEED
Admix. Amount: Brand _ Admix. Amount Brand:
Set Test@ Register Date Date Total A Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
3 FC 4 3105 06/30 07/03 116,780 28.26 4130 MS
28 3105 06/30 07/27
Remarks: / 7 ; / //
cc: LRS ARCHITECTS
CITY OF TIGARD `//
VLMK `
/
r ..gr, ?Y MANAGER
Reviewed by:
• Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
. JC ?T V il, ,
REPORT OF 1 . CONCRETE. TEST SPECIMENS JUL 1 0 2000 P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/29 , 20 00 Job No. 1'0004403 Permit No: BU ' - '' -00012
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
T 187925
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 207 Ticket No.
Cast By: C C . STASCH • Cu. Yds. 11 OF 161 Load No
SUNNY
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR #1 BETWEEN 3.5 TO 4, A TO D LINE
Location of Placement:
81
Test Time: Concrete Temp:
5000 28 4 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
5031B 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
WATER REDUCER POLYHEED
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
4 FC 4 3103 06/30 07/03 123,780 28.25 4380 MS
28 3103 06/30 07/27
Remarks: -
emarks: j �` /�
cc: LRS ARCHITECTS
CITY OF TIGARD - .'/ 7 ,- ;,, , ---- --
VLMK
Reviewed by:
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
..... , 4
REPORT OFh 12 CONCRETE_ TEST SPECIMENS JUL
0 2000 P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C14 ' Tigard, Oregon 97281
Test Methods: ' B� Phone (503) 684 - 3460
FAX # 684 - 0954
Date Molded:
06/30 20 00 Job No. T0004403 Permit No: :' 000 -00012
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 T188086
Ticket No.
Cast By: C . STASCH /T . KORNOWSK I Cu. Yds. 33 OF 270 Load N 3
SUNNY 67
Weather. Temp. High: Temp. Low:
POST TENSION SLAB POUR #2 BETWEEN 3.5 TO 9, A TO C AND D TO G,
Location of Placement:
6.5 TO 9 LINE. TEST AT E.5/11.5.
8:00 81
Test Time: Concrete Temp:
5000 28 6 1/2" I
Strength Requirement: PSI 0 days Slump Cement Type
5031B 3/4"
Mix No/No. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
I FC 3 3192 07/01 07/03 112,180 28.25 3970 MS
28 3192 07/01 07/28
Remarks: % /
cc: LRS ARCHITECTS '� -
CITY OF TIGARD / , /��` --
VLMK j
/
Reviewed by:
Carlson Testing, onstruction Inspection & Related Tests
ng, Inc. Inc . Geotechnical Consulting
REPORT O Fi'X 1 CONCRETE TEST SPECIMEN.
JUL 1 0 2000 P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/ '143 Tigard, Oregon 97281
Test Methods: o Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/30 , 20 00 Job No. T00044 UP2000-00012
Permit No:
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor.
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 209 T188096
Ticket No.
Cast By: C. STASCH /T. KORNOWSKI Cu.Yds. 77 OF 270 Load N o
SUNNY 64
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR *2 BETWEEN 3.5 10 9, A TO C AND D TO G,
Location of Placement:
6.5 TO 9 LINE. TEST AT D/2.5.
8:35 81
Test Time: Concrete Temp:
5000 28 6 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
5031E 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount Brand: — Admix. Amount Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
IIFC 3 3191 07/01 07/03 115,210 28.25 4080 MS
28 3191 07/01 07/28
Remarks: / ,,,, cc : I_RS ARCHITECTS - /
CITY OF TIGARD �`' % / , ///
VLMK /, '''
/
LA. .RATORY MANAGER
Reviewed by:
Carlson Testing Inc. �� ' ' � r,struct ion Ins pection & Related Tests
g, 'UL 1 o z000 Geotechnical Consulting
REPORT OF X . I 2 CONCRETE TEST SPECIMENS ]3'y;
P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/30 20 00 Job No. T0004403 BUP2000 -00012
Permit No:
Client: SPECHT DEVELOPMENT INC -- BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete Supplier:
ROSS ISLAND SAND & GRAVEL Truck No. 215 1 5 T188109
Ticket No.
Cast By: C . STASCH /T . KORNOWSK I Cu. Yds. 126 OF 270 Load No1
SUNNY 65
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR #2 BETWEEN 3.5 TO 9, A TO C AND D TO G,
Location of Placement:
6.5 TO 9 LINE. TEST AT F /3.
9 :30 80
Test Time: Concrete Temp:
5000 28 6 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
50316 3/4"
Mix No/No. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: — Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
FC 3 3 3190 07/01 07/03 116,920 28.25 4140 MS
28 3190 07/01 07/28
Remarks: -e
cc: LRS ARCHITECTS
CITY OF TIGARD / `" fl , /�
VLMK
7 7 L' F3 RA.TORY MANAGER
Reviewed by:
•
(�`P:IVED Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
REPORT OF6 X12 CONCRETE TEST SPECIM;,t__
- P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/30 20 00 Job No. T0004403 BUP2000 - 00012
Permit No:
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 20 7 T188120
Ticket No.
Cast By C . STASCH /T . KORNOWSK I Cu. Yds. 170 OF 270 Load No 170
SUNNY 69
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR *2 BETWEEN 3.5 TO 9, A TO C AND D TO G
Location of Placement:
6.5 TO 9 LINE. TEST AT E /4.
10:20 82
Test Time: Concrete Temp:
5000 28 5 3/4" I
Strength Requirement: PSI @ days Slump Cement Type
5031E 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
WATER REDUCER POLYHEED
Admix. Amount: Brand: Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
4 FC 3 3189 07/01 07/03 106,810 78.25 3780 MS
28 3189 07/01 07/28
Remarks: / /.-
cc : LRS ARCHITECTS ! �•f —�
CITY OF TIGARD /
VLMK '
LABORATORY MANAGER
Reviewed by:
• RFC.FWED truction Inspection & Related Tests
Carlson Testing, Inc. Jul 1 o 2onn Geotechnical Consulting
REPORT OF TEST 1 CONCRETE TEST SPECIMENS
$; - P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/30 20 00 Job No. T0004403 BUP2000 -00012
Permit No:
Client: SF'ECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Rub Contractor:
Concrete Supplier:
ROSS ISLAND SAND & GRAVEL Truck No. 93 T188131
Ticket No.
Cast By:
C . STASCH /T . KORNOWSK I Cu. Yds. 21 OF 270 Load N o 0
SUNNY 73
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR #2 BETWEEN 3.5 'F0 9, A TO C AND D TO G
Location of Placement:
6.5 TO 9 LINE. TEST AT D.5/5
11:25 84
Test Time: Concrete Temp:
5000 28 5 1/2" 1
Strength Requirement: PSI 4 days Slump Cement Type
5031B 3/4"
Mix NoJNo. Sacks Air Content Max. Aggregate
WATER REDUCER POLYHEED
Admix. Amount: Brand _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
5 FC 3 3188 07/01 07/03 96,580 28.25 3420 MS
28 3188 07/01 07/28
Remarks: �,
cc: LRS ARCHITECTS
CITY OF TIGARD /,' ''
VLMK 4 ` " Wes^
r
/
!_ A 7C'R STORY MANAGER
Reviewed by:
iRpc.P, Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
JUL i 0 2000
REPORT OFt 'X 1 2 CONCRETE TEST SPECIM ter
►" P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 6843460
FAX # 684 -0954
Date Molded: 06/30 , 20 00 Job No. T0004403 BUP2000 - 00012
Permit No:
Client: SPECHT DEVELOPMENT INC •- BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 216 T188145
Ticket No.
Cast By:
C . STASCH /T. KORNOWSKI Cu. Yds. 252 OF 270 Load N o 4
SUNNY 75
Weather. Temp. High: Temp. Low:
POST TENSION SLAB POUR *2 BETWEEN 3.5 TO 9, A TO C AND D TO G
Location of Placement:
6.5 TO 9 LINE COLUMN D /8, D/9 AND SHEAR WALL ON 7 LINE. TEST AT F /6.
12 :40 75
Test Time: Concrete Temp:
5000 28 5" I
Strength Requirement: PSI @ days Slump Cement Type
5031B 3/4"
Mix No/No. Sacks Air Content Max. Aggregate
WATER REDUCER POLYHEED
Admix. Amount: Brand: — Admix. Amount Brand:
Set Test@ Register Date Date Total A Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
6 FC 3 3187 07/01 07/03 98,390 28.25 3480 MS
28 3187 07/01 07/28
Remarks:
cc: I._RS ARCHITECTS / f
CITY OF TIGARD / / �/'�
VLMK
LABORATORY MANAGER
Reviewed by:
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. RVCF,TVED Geotechnical Consulting
6X12 CONCRETE JUL 1 U 2000
REPORT OF TEST SPECIMENS P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C143 BY: Tigard, Oregon 97281
Test Methods: — Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/07 20 00 Job No. T0004403 BUP2000 - 00012
Permit No:
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project:
TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 212 A185832
Ticket No.
Cast By:
B. PERRY Cu. Yds. 11 OF 20 Load No
CLOUDY 65
Weather: Temp. High: Temp. Low:
COLUMN FOOTINGS E/4 AND 5
Location of Placement:
11 : 00 73
Test Time: Concrete Temp:
3000 28 4 1/4" I & I1
Strength Requirement: PSI @ days Slump Cement Type
5031B
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
7 2438 06/08 06/14 148,980 28.18 5290 WR
28 2438 06/08 07/05 181,410 28.26 6420 MS
28 2438 06/08 07/05 182,420 28.26 6460 MS
28 2438 06/08 07/05 182,180 28.26 6450 MS
Remarks:
cc: LRS ARCHITECTS
CITY OF TIGARD . � ""� VLMK
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LA 'ORA.TORY MANAGER
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