Report (665) • Lonstructzon lnspectzon & Related Tests
Carlson Testing Inc. Geotechnical Consulting
tEPORT OF6X 12 CONCRETE TEST SPECIMENS ar 7 ,1--- v ZZ
P.O. Box 23814
A STM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
est Methods: Phone (503) 684 -3460
FAX # 684 -0954
)ate Molded: 10/01 , 19 98 Job No. 98 - 2841A Permit No: 98 - 0227
:lient: PACIFIC REALTY VENTURES - JOHN MILLER
)roject: CREEKVIEW BUSINESS PARK - BLDG B
address: 15875 SW 74TH AVE TIGARD OR
;ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor:
:oncrete Supplier: MORSE BROTHERS INC - OUALIT Truck No. 187 Ticket No. 243990
:est By: . L . WARFIELD Cu. Yds. 9 Load No3
SHOWERS . 52
Neather: Temp. High: Temp. Low:
SLAB ON GRADE
_ocation of Placement: -
Test Time: 6:40 AM Concrete Temp:
3500 28 3 1/2" / 2"
Strength Requirement: PSI @ days Slump Cement Type
1400512 1 1/2"
vtix No./No. Sacks Air Content Max. Aggregate
4dmix. 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 0401 10/02 10/08 104,850 28:26 .3710 DM
28 0401 10/02 10/29
28 0401 10/02 10/29
HOLD 0401 10/02 •
Remarks: r
cc: VLMK - JOHN BROOKS -
GRIGSBY CONSTRUCTION CO - BILL WARD
CITY OF TIGARD BUILDING DEPT gt414,17
GEO DESIGN
Reviewed by: LABORATORY MANAGER
Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.
iJ arls ®n Testing, Inc. onstructzon Inspection ti Kelated Tests
Geotechnical Consulting
iEPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814
A STM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
est Methods: Phone (503) 684 -3460
FAX # 684 -0954
)ate Molded: 10 /01 , 19 98 Job No. 98 Permit No: 98 - 02:27
:lient: PACIFIC REALTY VENTURES - JOHN MILLER
roject: CREEKVIEW BUSINESS PARK - BLDG B
ddress: 15875 SW 74TH AVE TIGARD OR
:ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor:
;oncrete Supplier: MORSE BROTHERS INC - OUALIT Truck No. Ticket No. 243958
;ast By: L . WARFIELD Cu. Yds. 10 Load No3
SHOWERS Temp. High: 64 Temp. Low: 52
Heather: p g p
SLAB ON GRADE, EAST EDGE •
_ovation of Placement:
•
T est Time: 3:15 AM Concrete Temp:
3500 28 • 4 1/4"
Strength Requirement: PSI @ days Slump Cement Type
1400512 1 1/2"
Aix No /No. 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
I 7 0400 10/02 10/08 98 +19 28.26 3470 DM
28 0400 10/02 10/29
28 0400 10/02 10/29
HOLD 0400 10/02
Remarks:
cc: VLMK - JOHN BROOKS
GRIGSBY CONSTRUCTION CO - BILL WARD -
CITY OF TIGARD BUILDING DEPT
GEO DESIGN I I l .17
Reviewed by: LABORATORY MANAGER
•
Our report pertains to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.
arl s o n Testing Inc. Construction Inspection & Related Tests
Geotechnical Consulting
EPORT OF6 12 CONCRETE TEST SPECIMENS
P.O. Box 23814
A STM C172/C1231 /C39/C31 /C1064 /C143 Tigard, Oregon 97281
sst Methods: Phone (503) 684 -3460
FAX # 684 -0954
ate Molded: 10/01 19 98 Job No. 98 - 2841A Permit No: 98 - 0227
iient: PACIFIC REALTY VENTURES - JOHN MILLER
roject: CREEKVIEW BUSINESS PARK - BLDG B
ddress: 15875 SW 74TH AVE TIGARD OR
ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor:
oncrete Supplier: MORSE BROTHERS INC - QUALIT Truck No. 187 Ticket No. 243979
ast By: L
L. WARFIELD C u. Yds. `'� Load No.
SHOWERS 64 52
leather: Temp. High: Temp. Low:
SLAB ON GRADE
ocation of Placement:
Test Time: 5:35 Concrete Temp:
3500 28 4"
trength Requirement: PSI @ days Slump Cement Type
1400512 1 1/2"
fix No. /No. Sacks Air Content Max. Aggregate
,dmix. 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
III 7 0412 10/02 10/08 102,510 28.26 3630 DM
28 0412 10/02 10/29
28 0412 10/02 10/29
HOLD 0412 10/02
lemarks:
cc: VLMK - JOHN BROOKS
GRIGSBY CONSTRUCTION CO - BILL WARD
CITY OF TIGARD BUILDING DEPT
GEO DESIGN el41114 07 c2g
LABORATORY MANAGER
Reviewed by:
fur report pertains to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from thls office.
C arlson Testing, Inc. Construction In & Related Tests
Geotechnical Consulting
tEPORT OF6X 12 CONCRETE TEST SPECIMENS
P.O. Box 23814
est Methods: ASTM C172/C1231 /C39/G31 Tigard, Oregon 97281 /C1064/C143 Phone (503) 684 -3460
FAX # 684 -0954
gate Molded: 10/01 19 98 Job No. 98 -2841A Permit No: 98 -0227
lient: PACIFIC REALTY VENTURES - JOHN MILLER
•roject: CREEKVIEW BUSINESS PARK - BLDG 8
ddress: 15875 SW 74TH AVE TIGARD OR
:ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor:
;oncrete Supplier: MORSE BROTHERS INC - OUALIT Truc No. 212 Ticket No. 243969
;ast By: L
L. WARFIELD Cu. Yds. 10 Load No 14
' SHOWERS 64 52
Heather: Temp. High: Temp. Low:
SLAB ON GRADE
.ovation of Placement:
Test Time: 4.30 Concrete Temp:
itrength Requirement: 3500 PSI @ 28 days Slump $ 1/4" Cement Type
1400512 1 1/2"
Aix No./No. Sacks Air Content Max. Aggregate
>dmix. 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 0399 10/02 10/081029170 28.26 3620 'DM
28 0399 10/02 10/29
28 0399 10/02 10/29
HOLD 0399 10/02
Remarks: r
cc: VLMK - JOHN BROOKS
GRIGSBY CONSTRUCTION CO - BILL WARD
CITY OF TIGARD BUILDING DEPT
GEO DESIGN g11007(c)/Aj4
Reviewed by: LABORATORY MANAGER
Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.
• Carlson Testing Inc Construction Inspection & Related 'Pests
, I • Geotechnical Consulting
IEPORT O 12 CONCRETE TEST SPECIMENS
P.O. Box 23814
ASTM C172/C1231/C39/C31/C143 Tigard, Oregon 97281
est Methods: Phone (503) 684 -3460
FAX # 684 -0954
>ate Molded: 09/28 , 19 98 Job No. 98-2841A Permit No: 98 -0227
lient: PACIFIC REALTY VENTURES - JOHN MILLER
'roiect: CREEKVIEW BUSINESS PARK - BLDG B
ddress: 15875 SW 74TH AVE TIGARD OR
GRIGSBY CONSTRUCTION CO
:ontractor: Sub Contractor:
ioncrete Supplier: MORSE BROTHERS INC - OUALIT Truck No. 206 Ticket No.
;ast By: B. O ' CONNOR Cu. Yds. 10 Load No/
SUNNY 79 46
Heather: Temp. High: Temp. Low:
SPREAD FOOTINGS B: LINE, C LINE, D. LINE 9.E LINE9 FROM 2 TO .4
_ocation of Placement:
LINE
Test Time: 8 15 AM Concrete Temp:
Strength Requirement: 2500 28 4„
PSI @ days Slump Cement Type
140025 -F2 3 / 4 "
Aix 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
7 0200 09/29 10/05 54v070 27.97 1930 SP.
7 0200 09/29 10/05 56650 28.26 2000 SP
28 0200 09/29 10/26
28 0200 09/29 10/26
Remarks:
cc: VLMK - JOHN BROOKS
GRIGSBY CONSTRUCTION CO - BILL WARD
CITY OF TIGARD BUILDING DEPT
GEO DESIGN '
Reviewed by: LABORATORY MANAGER
Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
Carlson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
October 7, 1998
98 -2841 A. CTI
Permit No. 98 -0227
SHOP INSPECTION REPORT @ Redi Fab
DATES COVERED: September 28, 1998
PROJECT: Creekview Business Park - Building B
ADDRESS: 15875 SW 74th, Tigard, OR
INSPECTOR: C. Carmien COP #574, WABO#CAR702664
09- 28 -98: CTI representative was at the shop of Redi Fab and performed a visual inspection of shop
welds on embed plates piece marked 117 -11 -B (9). The welds inspected conformed to AWS D1.1 and
the shop blueprints.
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.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
Cf ) "TEST N
D. gl- W. Leach
P , esi• ent
CC /Ijm
cc: Pacific Realty Ventures - John Miller
VLMK- John Brooks
Grigsby Construction Co. - Bill Ward
City of Tigard Building Department
Geo Design
t
Reports:98- 2841A.SR
Construction Inspection & Related Tests
Carlson Vesting, Inc. Geotechnical Consulting
P.O. Box 23814
OB NO. 9E: -2841 A Tigard, Oregon 97281
Oct 06, 1998 Phone (503) 684 -3460
REPORT OF IN -PLACE DENSITY TESTS FAX (503) 684 -0954
;lient PACIFIC REALTY VENTURE° - JflHN MILLFR
F'er•rn i t No : 9 ;- )227
'roject CREEKVIEW BUSINESS PARK - BLDG E
15875 SW 74TH AVE TIGARD OR
vlaterial Description /4 " -O ROCK FROM TIGARD SAND GRAVE'
vlax. Dry Density 1 1 Ibs. /cu. ft. Optimum Moisture 1 • 6 % Method of Test A ^- . TM D - 69
ASTM D2922
3tandar•d Court Density: MO'isture: Seriat 28976 NUC '3444
DATE OF TEST % ADJ. ELEV. FIELD IN - PLACE DENSITY
TEST NO TEST LOCATION DEPTH PARTICLES kw. . FT MOISTURE WETLBSJ- DRY
COMPACTION
WT WATERLINE TRENCH - PLUMBING GRD
1 BUILDING "B"
=! -3 • 6.7 130.3 122.1 95
WT WATERLINE TRENCH - PLUMBING GRD
2 BUILDING "E:"
9 -30 6.9 132.3 123.8 97
WT WATERLINE TRENCH - PLUMBING GRD
3 BUILDING "E- -:"
9 - 30 8.0 142.7 132.1 100+
Remarks: Density & Moisture Counts
95% REGWUIRED WT 1
cc: VLMK. - JOHN BROOKS WT 2
GRIGSBY CONSTRUCTION CO - B:ILL WARD • WT 3
CITY OF TIGARD BUILDING DEFT
GEO DESIGN
TECHNICAL DIRECTOR
Tested by S. I FAC:H /RI S Rev iewed By GABLSD./sLTESIJt INC-_.
inr r• uor c�r•ts u r i r•ta i n t tt•� p me i ci p rut h / i nsprior au iorizaf on Trom this office.
n ormatto contatne erein ►s not €'o be re ro ce , except i u wt out