HomeMy WebLinkAboutPermit Field Test & Inspection Report 1997-1-30
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BRAUNSM
I NTE RTEC
Braun Intertec Corporation
2285 Nugget Way
Eugene, Oregon 97.403
541-746-9649 fax: 746-7163
Engineers and Scientists Serving
the Built and Natural Environments
January 30, 1997
Project EBXX-96-0374
Report E-58494
Mr. Peter Kryl
Kryl's Investments
2185 West 29th
Eugene, Oregoll; 97405
Re: Contractor's Square
:2600 Main Street
. Springfield, Oregon
B.P. No. 96-1102
Project Information
II
I
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High Strength Bolts
January 29, 1997
D. Smith
Ordell Construction
Ordell Construction
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, Report. l
Met on-site with contractor's representative to perform inspection on the 1/2" and 3/4" A-
325 high strength bolts used in the structural steel co'nnection. Three bolts of each size
were installed and tightened in a Skidmore-Wilhelm tension indicator. Joh torque
;;orresponding.to th"e minimum required ter.~!on value of 28 kips (3/4") was established as
follows: '
314" x 2 1/4" = '300 ft./lbs.
112" x I 1/2" = 100 ft./Ibs. (Average torque as per SSTC).
After estahlishing torque values, a calibrated torque wrench was used to verify torque on
the in-place bolts on the beam to beam and beam to column connections. Over 50% of
the bolts were checked and will meet and/or exceed estahlished torque values. Hardened
washers were not used. Representative was asked to notify our oftlce when additional
services are needed.
.Sincerely; .: . -..' --'" .
/Y1 tOO '.---;;m- -- -- ...... "--" -.-...oo-
f'l ' ,. . 'I' .
M;cha~1 L. Meyer,.P Illcipal ~ - -.
. , ,
Willamette Valley Operations Manager'
'ff.- V "ttJ;.. .~ ~--- .
k;Ymond V. AliPert4upervisor.~ '__
Euuene Branch'
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c:
Ordell Construction
City of Springfield
RJ Hill Engineering
c: \wp51 \reports\wdds\kryS.8494 .con
B RA U N I N T E R T E C NOR T H W EST
Inspecting Engineers--Chemists
"2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
CONCRETE COMPRESSION TESTS
TESTED FOR:Kryl's Investments
CAST BY:our rep. D. Craig
PROJECT:Contractor's Square
ADDRESS:2600 Main Street
Springfield, Oregon
TYPE OF SPECIMEN:6x12 cylinders
3000. psi, 3/4" MAX SIZED AGGREGATE
ADDITIVES:Hot Water, 1% high early
SOURCE:Eugene Sand & Gravel
PRODUCT CODE:Mix 183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960374
REPORT NO:12-116-6991
P.O. NO:
PERMIT NO: ~\..n",\\Ol.
DATE MADE:ll/25/96
DATE REC'D:l1/26/96
SACK MIX
SLUMP: 6"
TICKET NO:
LOAD NO:
LOCATION OF
103928WAIR'TEMP: 42 TIME:8:00 am
5 CONC TEMP: 71 WEATHER:Clear
POUR:Warehouse slab-on line A, from 1
F, from 2 to 7; line 2, from Dto
1, from A to D. Sample was taken
CU. YARDS:9 1/2/130
% AIR:
to 7; line 7, from A to F;line
F; line D, from 1 to 2; line
on line F and 5.
Test
Date
12/02/96
12/02/96
12/23/96
12/23/96
,1. 'f: ;.l'.'T.'."l
Load - Ibs.
per sq. in.
3080
3060,
,~;- "': ~eight'
. "Pounds
28.3
28.3
Mark
Averaqe
3070
28.4
28.3
4230
4190
4210
cyl only
Note: Ordell representative advised of on-site test results.
cc: Kryl's Investments, Peter Kryl
Ordell Construction
City of Springfield
RJ Hill Engineering _
Eugene Sand & Gravel:Inc.
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THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
Age
Tested
7 day
7 day
28 day
28 day
BRAUN I N T E R T E C NOR T H WEST
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
CONCRETE COMPRESSION TESTS
TESTED FOR:Kryl's Investments
CAST BY:our rep. D. Craig
_PROJECT:Contractor's Square
ADDRESS:2600 Main Street
springfield, Oregon
TYPE OF SPECIMEN:6x12 cylinders
3000 psi, 3/4" MAX SIZED AGGREGATE
ADDITIVES:Hot Water, 1% high early
SOURCE:Eugene Sand & Gravel
PRODUCT CODE:Mix 183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960374
REPORT NO:12-116-6992
P.O. NO:
PERMIT NO: C\u- \\D1.-
DATE MADE:11/25/96
DATE REC'D:11/26/96
SACK MIX
SLUMP: 5"
TICKET NO:
LOAD NO:
LOCATION OF
103939WAIR TEMP: 43 TIME:8:55 am
7 CONC TEMP: 70 WEATHER: Clear
POUR:Warehouse slab-on line A, from 1
F, from 2 to 7; line 2, from D to
1, from A to D. Sample was taken
CU. YARDS:9/130
% AIR:
to 7; line 7, from
F; line D, from 1
on line G and 5.
Test
Date
12/02/9.6
12/02/96
12/23/96
12/23/96
Weight
Pounds
28.5
28.5
3175
Load - lbs.
per sq. in.
3170
'3180
Mark
Averaqe.
28.6
28.5
4300
4260
4280
cyl'only
Note: Ordell representative advised of on-site test results.
cc: Kryl's Investments, Peter Kryl
Ordell Construction
City of Springfield
RJ Hill Engineering
Eugene Sand & Gravel Inc.
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND. IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
A to F; line
to 2; line
Age
Tested
7 day
'7 day
28 day
28 day
BRA U N I N T E R T E C NOR T H W EST
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
CONCRETE COMPRESSION TESTS
TESTED FOR:Kryl's Investments
CAST BY:our rep. D. Craig
PROJECT:Contractor's Square
ADDRESS:2600 Main Street
Springfield, Oregon
TYPE OF SPECIMEN:6x12 cylinders
3000 psi, 3/4" MAX SIZED AGGREGATE
ADDITIVES:Hot Water, 1% high early
SOURCE:Eugene Sand & Gravel
PRODUCT CODE:Mix 183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960374
REPORT NO:12-116-6992
P.O. NO:
PERMIT NO: '1l.D-l\D2
DATE MADE:11/25/96
DATE REC'D:ll/26/96
SACK MIX
SLUMP: 5"
TICKET NO:
LOAD NO:
LOCATION OF
CU. YARDS: 9/130
% AIR:
to 7; line 7, from
F; line D, from 1
on line G,and 5.
103939WAIR TEMP: 43 TIME:8:55 am
7 CONC TEMP: 70 WEATHER:Clear
POUR:Warehouse slab-on line A, from 1
F, from 2 to 7; line 2, from D to
1, from A to D. Sample was taken
Test
Date
12/02/96
12/02/96
12/23/96
12/23/96
Weight
Pounds
28.5
28.5
3175
Load - lbs.
per sq. ,in.
3170
3180
Mark
Averaqe
cyl only
Note: Ordell representative advised of on-site test results.
cc: Kryl's Investments, Peter Kryl
Ordell Construction
City of Springfield
RJ Hill Engineering
Eugene Sand & Gravel Inc.
THIS REPORT .IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
A to F; line
to 2; line
Age
Tested
7 day
7 day
28 day
28 day
BRA U N I N T E R T E C NOR T H W EST
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
FAX: 746-7163
CONCRETE COMPRESSION TESTS
TESTED FOR:Kryl's Investments
CAST BY:our. rep. D. Craig
PROJECT:Contractor's Square
ADDRESS:2600 Main Street
Springfield, oregon
TYPE OF SPECIMEN:6x12 cylinders
3000 psi, 3/4" MAX SIZED AGGREGATE
ADDITIVES:Hot Water, 1% high early
SOURCE:Eugene Sand & Gravel
PRODUCT CODE:Mix 183
CONDITION OF STORAGE:ASTM
PROJECT NO.:EBXX960374
REPORT NO:12-116-6991
P.O. NO:
PERMIT NO:. CilJ.-\ \O;}-
DATE MADE:11/25/96
DATE REC'D:11/26/96
SACK MIX-
SLUMP: 6"
TICKET NO:
LOAD NO:
LOCATION OF
103928WAIR TEMP: 42 TIME:8:00 am:
5 CONC TEMP: 71 WEATHER: Clear
POUR:Warehouse slab-on line A, from 1
F, from 2 to 7; line 2, from D to
1, from A to D. Sample was taken
CU. YARDS:9 1/2/130
% AIR:
to 7; line 7, from A to Filine
F; line D, from 1 to 2; line
on line F and 5.
Test c." '"". '''''.-,'
Date . -Mark
12/02/96
12/02/96
12/23/96
12/23/96
.-c. 'Weight
Pounds
28.3
28.3
Load - lbs.
per sq. in.
3080
3060
Averaqe
3070
Age
Tested
7 day
7 day
28 day
28 day
cyl only
Note: Ordell representative advised of on-site test ,results. .
cc: Kryl's Investments, Peter Kryl
JOrdell Construction
~City of Springfield'
RJ Hill' Engineering .
Eugene Sand & Gravel-Inc.
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THIS REPORT IS SUBMITTED AS.THE CONFIDENTIAL PROPERTY:OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
BRAUN'.
I NTE RTEC
Ocr 3
. 1
Braun Intertec Corporation
2285 Nugget Way
Eugene, Oregon 97403
541-746-9649 fox: 746-7163
1996
Engineers and Scientists Serving
,he Buil, and Nafural Environments
October 29, 1996
Project EBXX-96-0374
Report E-57983
Mr. Peter Kryl
Kryl's Investments
2185 West 29th
Eugene, Oregon 97405
Dear Mr. Kryl:
Re: Contractor's Square
2600 Main Street
Springfield, Oregon
B.P. No. :- ...d:..... G1Le\ \oz.
Project Information
October 24, 1996
M. Meyer #487
Ordell Construction/Emerald Excavation
Showers - 550
Report
~et on-site with Emerald Excavation representative to witness a proofroll on the existing
soils in the proposed building area. Presently, building area is covered with varied amounts
(3 to 10 inches) of fine crushed rock and is at or near proposed finished base elevation of
I 401.33' to 401.40'. The proofroll was conducted with a loaded double-axle dump truck
weighing approximately 48,000 pounds. No deflection was visible under the wheel loads and
no wheel tracking occurred, indicating a firm, stable base is presently available. Advised
Jeff Belnap (Ordell Construction) of information noted above, and asked Mr. Belnap to
notify our office when additional services are needed.
Sitework
Sincerely,
([1~}L: !!2~~)
Willamette Valley Operations Manager
/? tI ~~ 7:
Raymond V. Aliperti, Supervisor rt-rV
Eugene Branch
c: Ordell Construction
City of Springfield
RJ Hill Engineering
c:\wp51 \reports\soils\kry57983 .con
BRAUNSM
I NTE RTEC
Braun Intertec Corporation
2285 Nugget Way
Eugene, Oregon 97 A03
541.746-9649 fax: 746-7163
Engineers and Scientists Serving
the Built and Natural Environments
October 25, 1996
Project EBXX-96-0374
Report E- 57965
Mr. Peter Kryl
Kryl's InvestmentS
2185 West 29th
Eugene, Oregon 97405
Dear Me Kryl: .
Re: Contractor's Square
2600 Main Street
Springfield, Oregon
B,P. No. Pt:luliDf <1l.n\ laL
Project Information
October 24, 1996
M. Meyer #487
Ordell Construction/Emerald Excavation
Showers - 570
Report
Met on-site with Kelly (Delta Constructi~n) to observe in-progress sitework operations.
Presently, most of proposed building area has been covered with a lift 'of 3/4" -0 crushed
rock, and utility work is underway on west end 6f site. Performed a preliminary proofroll
on the in-place materials (crushed rock and existing soils) within the south half and east third
of the building area using a partially Icaded'9ouble~axle dump ~~ck .weigh.ipg ~pproximate~y
38,000 pounds. Minor 'to'moderate deflection was visible under the wheel loads; indicating
some instability in the materials at ihe present time, especially near the existing building.
Kelly was advised of above noted items ,and recommended that if sitework was to continue,
heavy construction traffic should be kept in areas that are currently stable and have sufficient
crushed rock cover to prevent disturbance to subgrade. Jeff Belnap (Ordell Construction)
was also advised of above noted information and was asked to notify office when additional
services are needed.
Sincerely,
rn. J. . fYletfJ iJ
Michael L. Meyer, princi;~J
Willamette Valley Operations Manager
,e I 0.// /J~h-.o)
Raymond V.-A~' Supervisor(' 0../
Eugene Branch
c:
Ordell Construction/
City of Springfield
RJ Hill Engineering
c:\wp51 \reports\soils\kry57965 .con