Report (728) • Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
1 rN...C EIVED
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REPORT OF F TEST SPECIMENS JUL 1 t 2000 P.O. Box 23814
A`'lr C1. 72/C1231./C39/C3 r Tigard, Oregon 97281
" "° `" ,h 503 684 -3460
Test Methods: E Y : -� _ P one A # 684-0954
06/29 00 T0004403 "' -00 2
Date Molded: 20 Job No. P mit No:
Client:
SF'ECHT 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. 20 / T187925
Ticket No.
Cast By: C. STASCH Cu. Yds. 1) OF 1.61 Load No
SUNNY 79
— .Tern.9 . High: -_ — Tema Low:
Weather: --- �- � --- - -- - -
POST TENSION SLAB POUR #1 BETWEEN 3.5 TO 9, A TO D LINE
Location of Placement:
10 :t0 81
Test Time: Concrete Temp:
5000 28 4 1/2" 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
rea
No. Days Number Rec'd Test Load PSI No. By
IV 7 3104 06/30 07/06 128,310 28.26 4540 MS
28 3104 06/30 07/27
28 3104 06/30 07/27
HOLD 3104 06/30
Rer ritLD CURE CYLINDERS ARE ON A SEPERATE SHEET. ,--- .-•
HEET . • _
cc : (_RS ARCHITECTS
CITY OF TIGARD _ -
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Reviewed by:
. . . ..
• Carlson Testing, Inc. Construction Inspection & Related Tests
Geotechnical Consulting
REPORT OF X l '` t- UN�RE (L_: TEST SPECIMENS R.F-7-,?---33-` " -WED P.O. Box 23814
/V;TM C1.72/C1231/C39/C31./C1064/C143 . JUL 1 1 2000 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/29 20 00 Job No. T00044 ;Y: EIUP2 00 - 00012
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
ROSS ISLAND SAND & GRAVEL 208 T187919
Concrete Supplier: Truck No. Ticket No.
Cast By: C . S T A SC H Cu. Yds. 1 1 OF 117 Load No. 1
SUNNY 79
Weather: . Temp. High: Temp. Low:
POST TENSION SLAB POUR #1 BETWEEN 3.5 10 9, A TO D LINE
Location of Placement:
9 : 4', 82
Test Time: Concrete Temp:
5000 28 4 3/4" 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 Area Unit Report Tested
r ea
No. Days Number Rec'd Test Load PSI No. By
III 7 3106 06/30 07/06 124,510 2 8.26 4410 MS
28 3106 06/30 07/27
,
2.8 3106 06/30 07/27
56 3106 06/30 08/24
i
Rerrr io:LD CURE CYLINDERS ARE ON A SEPERATE SHEET . ! /"'"
c:c:: LRS ARCHITE:CTs CITY OF TIGARD ! `'-
VLMK r`
Reviewed by:
• Carlson Testing, Inc. Construction Inspection & Related Tests
Geotechnical Consulting
REPORT OF TEST SPECIMENS P.O. Box 23814
/1 C172/C1231/C39/C31%(:.1064/C143 JUL 11 2000 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded:
06/29 20 00 Job No. T0004403 Perm utF'�C)( - 0(1)12
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. 201 T187913
Ticket No.
Cast By: C C . STASCH Cu. Yds. 1) OF 66 Load Nob
SUNNY 75
Weather: . . Temp. High: Temp. Low:
POST TENSION SLAB POUR #1 BETWEEN 3.5 T0 9, A TO D LINE
Location of Placement:
8: ?,0 75
Test Time: Concrete Temp:
5000 28 5 1/4" 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 Area Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
II 7 3108 06/30 07/06 125,230 28.26 4430 MS
28 3108 06/30 07/27
28 3108 06/30 07/27
56 3108 06/30 08/24
RerrI iLLD CURE CYLINDERS ARE ON A SEPERATE SHEET /` ='
cc : LRS ARCHITECTS --���
CITY OF TIGARD ;'
VLMK
Reviewed by:
. ..
• Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
•
REPORT OF6X 1..' C°NCRL T L . TEST SPECIMENS ° 7 .7 � 7- �
T V �iJ P.O. Box 23814
AS.'TM t 172 /C 1231/C39/C31 Tigard, Oregon 97281
Test Methods: JUI 1_ Phone (503) 684 - 3460
FAX # 684 -0954
06/29 2 p 00 Job No. T0004403 Ir ' . No BUP2000 00012
Date Molded: .
Client: SL'ECHT DEVELOPMENT INC - HOB 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. 208 T187889
Ticket No.
Cast By: C. S T A S C H Cu. Yds. 11 OF 22 Load N
SUNNY 70
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR #1 BETWEEN 3.5 10 9, A TO D LINE
Location of Placement:
7 : 45 78
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
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
1 7 3110 06/30 07/06 126,920 28.26 4490 MS
28 3110 06/30 07/27
28 3110 06/30 07/27
56 3110 06/30 08/24
■
■
RerrerfLD CURE CYLINDERS ARE ON A SEPERATE SHEET /'
• cc.: L_RS ARCHITECTS -- -- - - --
CITY OF TIGARD
VI_MK ,.
/
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_. Y M A n!.rrr
Reviewed by:
•
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
f,X l :? C:ONCRL rl: JUL 1 1 REPORT OF TEST SPECIMENS ZQQO P.O. Box 23814
AS TM (7.172/C1231/C39/C31 /C1064/(1143 Tigard, Oregon 97281
Test Methods: BY. Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/08 20 00 Job No. - T0004403 Permit No: ���� -00012
Client: SPE.CHT 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. 21 6 V186029
Ticket No.
Cast By: D. V I C K Cu. Yds. 11 OF 33 Load No .
CLOUDY 60
Weather: Temp. High: Temp. Low:
WALLS 9 LINE D TO E, 1 LINE A TO F. TEST AT WALL FOUNDATION
Location of Placement:
BETWEEN 4 AND 5 A LINE
2 :20 71
Test Time: Concrete Temp:
3500 28 4 1/2" I
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
rea
No. Days Number Rec'd Test Load PSI No. By
II 7 2461 06/09 06/15 92,800 28. 3280 AF
28 2461 06/09 07/06 133,660 28.27 4730 WR
28 2461 06/09 07/06 145,400 28.27 5140 WR
28 2461 06/09 07/06 134,960 x'8.27 4770 WR
Remarks:
cc: L. RS ARCHITECTS
CITY OF TIGARD
VL.MK
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Reviewed by:
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