HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-2-4
BRAUN'M
I NTE RTEC
Braun Intertec Corporation
1 040-A Shelley Street
Springfield, OR 97477
541.746-9649 Fax: 746.7163
,
Engineers and Scientists Serving
the Built and Natural Environments
.':. .,,;.
. . '" 1 ,~.
Project EBXX-98'0334 ,.' .
Report 12-019-0258
February'4;iI999' '1."
Mr. Doug Palmer
Pacific. Northern Environmental
1081 Columbia Blvd.
Longvicw, WA 98632
Re: 42nd Street Center
316 N. 42nd Street
Spri!lgfidrl"OR
B.P. No. 98-0980/P.O. NO. 41801
CONCRETE INFORMATION
..n...____.._....__'...............,...._._._._.__.....
..................-..............-...--.---.-.
.............................
,..,..,.---------...--,..........------
iDATERECEIVED
Ot/28/99
-I
Eugene Sand & Gravel
2500
18
, 8'112"1
18
I
I
t62782.
58'
12,45 p.m.
12.0
Goudy
R. Aliperti
8" eMU block walls for car wash'_from 0' to 4'8" above top of footings (0' to 4'
above top of slab). Contractor was advised of on-site test resu~ts..
COl\'1YK~i)I>ION TKST RESULTS
I 02/03/99 3250 7 day
I 02/03/99 29.70 3110 7 day
I 02/24/99 I 28 day
II ' 02/24/99 J 28 day
/' _.
c: . .;:eilY ol.Spnngrield. ..'
.Eugcne Sarid & Gravel
'. Afghan & Assoc:'
This report is submitted as the confidential property of our client and is intended for the use of our client only. No other perso~
or entity may utilize this report or any portion thereof without our written authorization.
f:\groups \pub-data \ wpdoc\cy linders \pne02 5 8.42
BRAUN'M
INTERTEC
Braun Intertec Corporation
1 040-A Shelley Street
Springfield, OR 97477
541-746-9649 Fax: 746-7163
Engineers and Scientists Serving
the Built and Nafvrof Environments
DAILY FIELD REPORT
}:tojectN~!!,b~E/ .. ..... .
EBXX -98-0334
E-66066
I ,.~~~~:\
Fcbruary 02, 1999
Pacific Northern
Environmental
42 nd Street Center
316 N. 42nd St~eet
Springfield, Oregon
Reinforcing Steel
Structural Masonry
All 8' CMU block walls for car wash (4'0" to 8'0").
41801
!!9iI~i~gg~fmifN~ffi~~i'...... 98-0980.
Rain
Walls
Penormed visnal inspection of reinforcing steel in the above listed locations. Reinforcing' steel was checked for grade,
sizc, lap, placement and clearances where applicable. Rebar was placed in accordance with approved jobsite plans and
specifications. All. cells were relatively clean and mortar projcctions within the limits of the USe.
Penormed continuous inspection during placement of grout. Grout was placed by pump and mechanically consolidated.
<\ll cells were grouted solid. Fabricated one set of three CMU test prisms. Contractor was notified of on-site tcst
results and asked to contact our office whcn additional serviccs are needed.
II
. fyp(OfMaterial .
Grout .
Eugene Sand & Gravel
18
9"
520
580
2,30 p.m.
3 prisms
3000
10.0
I
J
mspector'
If you have any questions regarding this report, pleasc feel free to call Raymond V. Aliperti at (541) 746-9649.
c: Pa,ific Northern Environmental - Doug .Palmer
~ty of Springfield . .
.Afghan and Associates -Hamid Afghan
As a mutual protection to clients, the public, and ourselves, all reports arc submitted as the confidential property of clients and are intended for the use of Ollf clients
only. No other person or entity may utilize the report or any portion thereof without our written authorization.
f:\groups \pub-data \wpdoc\rcports\insp \pne66066. 4.20
BRAUN'M
I NTE RTEC
Braun Intertee Corporation
1 040-A Shelley Street
Springfield, OR 97477
541-746-9649 Fax: 746-7163
Engineers and Scientists Serving
the Built and Natural Environmenfs
December 30, 1998
Project EBXX-98-0105
Rcport 12-128-0095
Mr. Doug Palmer
Pacific Northern Environmcntal
1081 Columbia Blvd
Longview, W A 98632
Re: 42nd Street Center
316 N. 42nd S.treet
Springfidd, OR
B.P. No. 98-0980/P.O. NO. 41801
CONCRETE INFORMATION
6 x 12 3500
3/4" 5.50
6" 184
Eugene Sand & Gravel 160350W
ASTM 1 % High- early
48' 74'
8:30 a.m. to.O
t Goudy
R. Aliperti
Slab on grade for conviencc store. Contractor was advised of on-site test
results.
COMPRESSION TEST RESULTS
I
I
I
I
I
I
I
II
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.......------........,.
.... .. ...........
....................-.....
i\W~I(;iIT:\
j>OIJNbs'H
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12/08/98 28.0 2650
12/08/98 28.1 2810
12/29/98 27.9 3660
27.9 3660
ily of Spnngfleld
, Eugene Sand & Gravel
Afghan & Assoc.
7 day
2730
7 day
28 day
3660
28 day
This report is submitted as the confidential property of our client and is intended for me use of our client only. No other person
or entity may utilize this report or any portion thereof without our written authorization.
f:\groups\pub-data\wpdoc\cylinders\pne0095.42
I
II
I
I
I
BRAUN'M
I NTE RTEC
.
;
Braun Intertec Corporation
1040-A Shelley Street
SpringAeld, OR 97477
541.746-9649 Fax: 746.7163
Engineers and Scientists Serving
the Built ~nd Natural Environments
DAilY FIELD REPORT
Dccember 18, 1998
Pacific Northcrn
Environmcntal
42nd Street Ccnter
316 N. 42ndStreet
. Springfield; Oregon
Reinforcing Slcel
Structural Masonry
8" CMU block walls cxtcrior of store elevation 8'0" to
Pcrfonned visual inspection of rcinforcing stccl and continuous special inspection during thc placem~nt of grout in
arcas listed above. Reinforcing stcel is in conformance with approved job site plans, spccifications and latest revisions
except for addcd lintel reinforcing steel over window opening at food prep~ration room. Masonry contractor installed
two #5 horizontals as pcr detail 10/S4 and architects revision. Contractor addcd two #5 horizontal, 16" above window
pening in next bond bcam coursc with #4 stirrups at 32" O.c. over thc lintel. Grout cells are relatively c1can and free
of excessivc mortar projections. Grout was placed by pump and mechanically consolidated. All cells were grouted
solid. Contractor was advised to lake cold-weather precautions as specified in the UBC. Contractor was also advised
of on-site test rcsults and was askcd to notify our officc when additional scrvices arc needed.
Grout
Eugcnc Sand & Gravel
18
(
Inspector:
.. ,...:...,.,EJ
EBXX-98-0334
E-65683
gt~ ject N.~,m ~e~:i
Report Number:i
P;O:Niimber:
.............'...............
--...................
......_..-_..-.........'.._......'.-...-.
................
J 41801
98-0980
Fog
Walls
Bullding Permit Number .. ...
10"
I
I
I
I
'1
410
610
15 p.m.
3000
10.5
~
If you have any questions regarding this rcport, please fccl frecto call Raymond V. Aliperti at (541) 746-9649.
c: Pacific Northern Environmental - Doug Palmcr
~ty of Springfield
. Afghan and Associates -Hamid Afghan
As a mutual protection to clients, the public, and ourselves, all rcpons are submitted as the confidential property of clients and are intended for the use of our clients
only. No other person or entity may utilize the report or any portion lhcreofwithout our written authorization.
f:\groups\pub-data \wpdoc\reports\ins p \pnc6 5683.4 2n
I-
BRAUN'M
INTERTEC
Braun Intertec Corporation
2285 Nugget Way
Eugene, Oregan 97403
541,746-9649 Fax: 746-7163
Engineers and Scientists Serving
the Built and Natural Environments
December 8, 1998
Project EBXX-98-0105
Report 12-128-0095
Mr. Doug Palmer
Pacific Northern Environmental
1081 Columbia Blvd.
Longview. W A 98632
Re: 42nd Street Center
316 N. 42nd Street
Sl!ring{ield, O~
B.P. No. 98-0980/P.O. NO. 41801
CONCRETE INFORMATION
12101198
........................,.,.....,.,..,.............................
"...........................-........................
'DATERECitNEil. .......... 12/02/98
3500
6 x 12
5.50
3/4n
6"..-:
184
Eugepe Sand & Gravel
I Cd~D~>bIis':fORAGE> ASTM
160350W
1 % High ~arly
I
I
II
I
J
480
740
8:30 a,m.
10.0/52,0
Cloudy
R. Aliperti
Slab on grade for Convenience Store. Load 1 placed in west 101. Contractor was
advised of on-site lest results.
COMPRESSION TEST RESULTS
12/08/98
28.0
2650
7 day
2730 7 day I
28 day I
28 day II
12/08/98
28.1
2810
. 12/29/98
12/29/98.
c~
/
~i,ty of Springfield .
Eugene Sand & Gravel
"Afghan & Assoc'.
"
'-'._-0...,1
"
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 repon or any portion thereof without our written authorization.
f: \groups \pu b-da ta \ wpdoc \c y I inders \pneO09 5 .42