HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 1996-11-14
,.......
........
','-'..'
,
NOV 14 '%
10:10 FR PS~TL-EUGENE
503 344 2735 TO _3589
P.02/12
, D:;:lE=='l::f;':f
1.- Consfrueflon
eoltlJulting . Engineering . Testing
November 14, 1996
Mr, Bud Miles
Miles L,L,c.
P,O, Box 237
Florence, OR 97439
~
1-M'i~
RE: STRUCTURAL MASONRY TESTING
BOB SHIMP'S TEXACO
41 ST AND MAIN STREET, SPRINGFIELD OREGON
Dear Mr. Miles,
To summarize masonry testing for your project referenced above, the following tl:l:.
occurred:
. Grout compressive strength samples were taken from courses 1.3, 4-9, 16-20, ;;nJ
20.26 at the time of grout placement, The compressive strength rf'sults from courses
4-9, 16-20 and 20-26 failed the required strength of 2000 psi, Additionally, courstls
10-15 were not tested. On November 6, in accordance with Froelich Consulting
Engineers' request, additional grout samples from courses 12 and 18 were taken lfol11
Ihe in-place wall. The compressive strengths of these retests met the requiremenT .,:'
2000 psi, To date we do not have passing compressive strenath tests for courses 4,
9 and 20-26,
.--: Masonry prism samples were originally made on September 25, The compressive
sTrength of these samples did not meet the project requirements, In accordance WiTh
Froelich Consulting Engineers' request, additional cmu prisms were cut from the In'
place wall on November 6 and tested for compressive strength, The retests did not
meet the project requirements for compressive strength,
1--.,-
The retests indicate that the grout retested meets the strength requirements aft",
additional cure time beyond 28 days, but the retested grouted emu prisms do no\.
The one component which has not been tested by itself is the cmu unit (ungrouTed,
unmonaredl. Vou might consider testing the cmu units supplied for this proiect to
determine if they are contributing to the low prism strengths.
I hope this clears up what has transpired to date, I have attached copies of all
h!/OTllUlti01/ II) DuilJ (iI'
PSI. 545 Con\lar $lftlet. EUlJene. OR 97402' Phone 5411464-9212. Fax 541/344.2735
. ~. ',. .' ': ,:. "
. : ~ .....'
. .' '.": :..~... . ..
., ','
.- ......";,
NOV 14 '% 10: Hl FR P_TL -EUGENE
503 344 2735 TO~3b89
P.1iJ3/12
paperwork pertaining to this letter, If you have any questions, please do not hesitate
to call me,
Respectfully Submitted.
PSI,lnc,
, ~ C:);-,,~J)
Troy Hull
Construction Services Division Manager
cc: Bob Barnhart (City of Springfield)
Tom Gruszczenski, P,E, (ESU)
Michael Persherri (Rommel Architectural Partnership)
Todd Schutte, P,E, (Froelich Consulting Engineers, Inc,)
path: \o':\n.....::! 1 2\publie\kilTl\rCDOrt\l(:)'ilClol,ltr
:,'
. ~,"".
.
.
503 344 2735 TO 7263689
P,04/12
NOV 14 '96 10:11 FR PSI-PTL-EUGENE
l' " Environmental
DS: Geotechnical
.- Construction
C<>"sulting . Engtneeri"l1 . TBBting
REPORT OF PRISM COMPRESSION TEST
TESTED FOR:
I.ILES L,L,C,
J?,O, BOX 237
PROJECT:
BOB SHIMP'S ,TEXACO STAR~;RT
FLORENCE, OR 974~9
DATE:
November 08, 1996
REVISION #1
OUR REPORT NO,: 722-60146-37
.. .--.---.- ---......-- ..-...
.. _____...._._.u_....__......_... ..._..
FIELD DATA:
lOCATIONOFPI.ACEMENT N, WALL COUR'SES 5-6, 8'-4" F~OM N,W, CORNER; W, Wl>.LL COURSES 6-'1, 2.:' i'k
FROM N,W, CORNER; S, WALL COURSES 6-7, 17' FROM S,E, CORNER,
DATE PLACED
TIME
SLUMP, IN
AIR CONTENT. "/"
AIR TEMPERATURE, 'F
MIX TEMPERATURE, .. F
DATE RE;CEIV~D IN LAB
FIELD DATA SUBMITIED BY
MIX OAT.. SUBMITIEO BY
September 11. 1995
, SUPPLIER
DELIVERY TICKET No,rrRUCK NO,
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
Z & W
I995 psi
November 06, 1996
BRAD NEHRER
. _....n . ".--...... .
.-".... ,.,,, ,." ..-.. .-,........,-----.-..-.. . ... -
COMPRESSION TEST RESULTS
A$TM E4d
:~~l=:r.:IMEN TliST TOTAL SPIiClIoIlEN . SPEC1....EN CO....PRc:SSI\l' .
LAlit1RAT(IRY 'O~NTI~IC:A'(ION . Ace f)ATE o~ lOAD OlMENSIONS "rtf.r.. ST~GNGrH
NUMBER .;JR $Et,.,O (DAYS, tEST (LBS.' (IN.) 'IS0IN.l If'$t, I T..t O~ BMt:h,
"*,,.._....h. ."....-.-..
47~2 )-N5-6 57 11/07/96 75610 I 7,50 x 6,20 x 16,00 i 61. SO 1130 Cone
47fl3 2-We:-7 57 11/07/96 69900 7.50 x 7,90 x 16,00 '59,2S 1180 Cona
4784 ~-SG-7 57 11/07/96 46450 7,50 x 7,90 x 16,00 ,59,2S ?eO Cone
,
SPECI~ICATlONS
28
1995
REMARKS:
$D..:"".....' ms.o. 0)' PSt ("tJl'.I-'llflll~".
SL>-dllldl'l, l)lc.~~ UCl tl\" PSI
~ 'It()I',,,wntali.....
TOil, IlIII~1Jl11 COmQ1w -"U"lllj.lplcClIbh,
'I"'\lC"~I"'I'\'
Spli-C""....~ ",""" O~ ^'Cnit.c.l'j or
)( LOl'lllllClOra''''''.'''''h'lI.''.
'Spotc.il".n'd"i.e,e-d,,,PSII.:IW310l)
X
TIj'II..,,,,It.o)onolC.gmpl, ..III'
"'Ofd":iIQl",.p.ciloc.l1f,)fla
~RISMS WERE SAMPLED FROM IN-PLACE WALL IN ACCORDANCE
WITH TODD SCHUTTE'S LETTER DATED 10/31/96, SAMPLE ,1764
SHOULD BE DISREGARDED DUE TO SAWCUT IN SAMPLE,
TECHNICIAN: KEN ANDRIEU
Respectfully submitted,
Professional Service Indusrrie
C~; ~ob 8~rnhart
....lil..?:s L.L.C.
{City of Springfieldl
(2 copies), Tom (ESUI
f..~~E t~'5' OleSUlT, lOll-lOt' ONtT TO T....e S"'I!CIt"I' SA.........e;~ TeSTe" AI\I()UolT 00'0' uli lo;JJICA11vli 01 '..... EJolTIA!. MA~AI"L PlAce...e...,.
I\lE""'CTS ..... NOT BE RE"~c.ouc.El). t;.,lCEPT IN ,"UOl. w.TI'O()f.,I~ WlllfT~!'l ptll....lliiSIc.J BT "A~E$Slo-.t.t SI!Avlce IIYOVST;c:ES. I"'~
lnp)}'I1h'li,io,~: ,~; J.;:../id {,I.;
;.; '. "'J~.~i .
PSI. 545 \.on~nr SlrQ(:I- F.ugcne. OR 97402 - Phone 503/484-9212. Fax 503/344-2735
. ......
.:..
. ~'" '..
...,....
.; '.'.\.
,::'.\<:'.:
"
NOU 14 '%
10:12 FR ~PTL-EUGENE
503 344 2735
T~63689
P,05/12
t .7 Environmental
DS: Geotechn~cal
.- ConstructIon
Consulting' Eng.:, " ~., . T...tinll
-----..--- "-_...-.. -'--.---.-.
REPORT OF GROUT COMPRESSION TEST
TESTED FOR:
MILES L,L.C,
P,O, BOX 237
PROJECT:
BOB SHIMP'S TEXACO S'rAR~lt.RT
FLORENCE, OR 97439
DATE:
November 08. 1996
REVISION HI
OUR REPORTNQ,: 722-60146-38
... _.~,-_. _..
........ .~..- - ..- "-
FIELD DATA:
LOCATION OF PLACEMENT ].I, WALL COURSE 12, 9' FROM N, W, CORNER; ..., WALL COURSE IS, 22' FROH ",:';,
CORNER; S, WALL COURSE 12, 21' FROM S,E, CORNER,
OA TE PLACED
TIME
SLUMP, IN
AlA CONTENT. .%
AIR TEMPERATURE, OF
GROUTTEMPERATURE,f
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED By
MIX OATA SUBMITTED BY
20
SUPPLIER
PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
ADMIXTURE
Z & 101
2000 PSI
Nov~mb~r 06, 1996
BRAD NEHRER
COMPRESSION TEST RESULTS
ASThiI C \09.91
n._ .._.__........._.....
........ -..
SPt:CIME~ , TfiST !
LABORATOfiY IDENTiFICATIONI AGE
~UMBEn OR SET,.,O '(('IAYSI:
Oa n; OF
TEST
TOTAL
lOAD
(LIilSI
CUEUi
s,,<
(INI
CLllUi
AH'..
'sa I"",
: COMPRliiS$h/E'
. 51 RENGTH
lP~11 TYI"E Of Br~F.AI(
...-----....--.-.-.--.....-..-. -"-'-'-"
47B5 IN,12 11/07/96 19760 3,04 " 3.10 9,42 2100 ConG:
47B6 2W,18 11/07/96 22030 2,77 x 3,11 8,61 2560 Cone
47A'7 35,12 11/07/96 19430 2,95 " 3.13 9,23 2110 Cone
!;f'~Cu:'C^T10N~
28
2000
REMARKS:
C\.ID.., ""~. Dr PSI rQlplllU,,)lilllI"'V
x Cuno.. pott<..:ll.lp or PSI ~a'.r\I.U~lt,
X
T"'I'.....II~CClI""'i..ilt,;:I~I..:~t.l..
:>poit(;.,'ic.nions.
CUI),.. '''"Cl~ b" A'~wl~ra or
C\)Il".~l"'.~'.pr.a..nllllj...,
Cue" o.~"'"'.c II) PSI"tIofalor,.
Tesl ,.suhs 00 rim U>""nly ."C"
.:Jpplicaoll:l IptKnlCahon,
S~~PLES WERE CUT
BY TODD SCHUTTE,
TECHNICIAN: KEN
~ROM IN-PLACE WALL AS REQUESTED
ANDRIEU
Respectfully Submitted.
P'of~ssional Service Industr;e:
cc: Dob Barnhart
Mile5 L,L,C,
(City of Springfield)
(2 copies), Tom IESUl
TrI!::;11 TIE T f\lh.'JL h .r....L. o..t'f To Tne :;t'EcIFIC :,;....a;'\.f:; T~:,;TEO ...0......, NQT be 1"'l)l~..T'v.: or l~ 1:....TlI'lE WlTERIAl Pl.ACEMSII/!
~:'''OfoT! u.. NOT ~.F A:FI'~(lOut:'::t'l, t.l(~f"l '.....VLL....,II'\01J' oMllnt....!<:....SSk~O'f ...orr.....::ii'~"t SEFtvlCE 11'IOu:>"ll,ES, ,....l:
'1'11('; ":';'} :r' ;')'1
1./ "...,. . I
.!':j nj/t....:'// '..
PSI. 5"5 COrlot:r Slrt':t:l. EUQ~rlt:. OR 97402. Phorl\: !:;03{484'~')2'2. l::On SO:V:M.4'?7.;~
<::.~,,;
'."
','
"
. ','-.
.....'...
. ."
. /.
'(
.
.
503 344 2735 TO 7263689
P.06/12
NOV 14 '96 10:12 FR PSI-PTL-EUGENE
'Environmental
, :::SI Geotechn~cal
.. - Construction
Consult"'g . EngI ...~,' . Testing
REPORT OF GROUT COMPRESSION TEST
TESTED FOR:
MILES L,L,C,
P,O, BOX 237
PROJECT:
BOB SHIMP'S TEXACO STARMART
FLORENCE, OR 97139
DATE:
AU~U5t 27. 19~6
OUR REPORT NO,: n:?-GOHG-15
FIELD DATA:
LOCATION OF PLACEMENT FIRST 3 COvRSES OF PERIMETER WALL
DATE PLAC:ED
TIME
SLUMP, IN,
AIR CONtE:NT, "I..
AIR TEMPERATURE, . F
GROUTTEMPERATURE,~
DATE RECEIVED IN LAB
FIF-LD DATA SUBMITTED By
MIX DATA SUBMITTED By
Augu5t 27, 1~~6
03:40 pm
7
SVPPLlER
PROPORTIONS
CEMENT
WATER
F='INE AGGREGATE
AOMIXTURE
Z.W. S"-G
a3
82
August 30, 1996
TROY HULL
...._______.__. B",_, .-..-...,-. ..,. -. -
. .-.-..--------- ."......-....-......,-.
COMPRESSION TEST RESULTS
ASoTM C'09_91
...-....--.......
sr'ECIMEN TEST TOTAl, CUlle CultE ; COr"tPFtESSrve!
LAi:lORATQRv IDEP\/TI~ICATIONI ACE D"'TEO~ lOAO Sll.E ARE" ST~ENcrH
NlJMBGj{ Or.! SET NO tDAVSI TEST (LBS.l IIN) Isa.IN,! tP&IJ T"l'PI<: OF BR.AK
...-.----. ..
2]94 28 09/24/96 18120 3,12 X ),28 10,2) 1770 Cone
2395 28 09/24/96 1:!l30 ),10 " 2,70 8,37 1450 Cone
2)~i6 28 O~/H/96 23020 3.32 >: ),15 10,45 2200 Cone
2391 2B 09/24/96 21B30 2,95 ;.: ),45 10,17 2150 Cone
$PfCJPC>l,TI.)N5
29
20qO
.. ... ..---.-.. -...-.. ....---. ..----... ... -.... ...-.... . ....._._..._ __. - .U.'.'.._,___..,..
REMARKS:
X CUOIa m;:a.;te tlJ P$l repreILcnlali.c
X. tVD!:" pie..ca up D)' PSI ritPtesC:"lilliYfI
X
feSI K1Sl>IlS ,otnP1t ...11'" ~oPhe..tlt..
$l)lio,IflC811l)"'
.;~S m;:lCG 0.. "~llccf:l 0.-
t.....'r.acll)rl.<tj:.ncscnla"..Q
CUtMll o.li-efaJ 10 P$II~bor.lltol)'
IC."llll,iltlOgrooteomul....rth
Jlf>",jeOoOl's(Hoc'''c.tool'l:t.
BATCH2D AT 2:45p.M_
rm MIX # ON TICKET, NOT ABLE TO CONFIRM IF APPROVED MIX
TECHNICIAN, TROY HULL
cc: Bub Barnhart
f-1ili:.!: L.L.C.
(City of Springfield)
{2 copiesJ. Tom (ESU)
Respectfufly Submitted.
Professional Service Indust.r;e.
',.",.e Tl!l' RI!$OJ~ 'os. .."Ilt.. ()IoolL" TO ""'6 ."ecl$",c 'A-\CPLe, TE6TEI).......a....... "OT 8& I"Dle..I'".: Of' T.... ENJ,gt: o,u.r'~'''l .........Ci!A,E.."
II:EP,,",'s M'H ....;.T 8E "I::.....OO\JCED. e.o.CEI':T I'" FUll. WITHOU'l' WJdTTEN,oERIoI,&S'o-. Eo" ..'"O':.;..~ONA\, "eR"':!:. '''''OUSTI'ttfl. I~
/1/(OI'l17dfinll J() Nllilri (ill
..)1 A.~J""
PSI.. 545 Congt:r Stret:[. Eugene, OR 97402" Phone 503/484.9212" Fax 5031344-2735
-' "
",
.; ~. .
. ;'
::....~..::
NOV 14 '%
10:13 FR ~-PTL-EUGENE
503 344 2735 T~25368~
P.07/12
, -7 EnIliI'OlJm8l1faI
LDS: GeotechnIcal
. - Construction
Consulting. Engineering . Tasting
_._-,~~---_._...._..._..._,-". ..-..--,-. ..-----..--.........
REPORT OF GROUT COMPRESSION TEST
TESTED FOR:
MILES L,L,C,
[>,0, BOX ~37
PROJECT:
BOB SHIMP'S TEXACO STARMART
FLORENCE, OR 97439
DATE:
September. 11. 1996
OUR REPORT NO,: 722-60146-23
FIELD DATA:
LOCATION OF PLACEMENT PERIMETER WALLS, COURSES 4 TO 9
DATE PLACEO
TIME
SLUMP, IN,
AIR CONTENT, %
AIR TEMPERATURE, 'F
GROUT TEMPERATURE, '.,:
DATE RECEIVED IN LAB
FIr=LO OATA SUBMITTED BY
MIX Il^T,\ SUBMITTED BY
Scptember 11, 1996
02:-10 pm
B
SUPPLIER
PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
ADMIXTURE
z .. W
90
80
Sepcember 13. 1996
TROY HULL
COMPRESSION TEST RESULTS
A$TM CIQ9-93
. .....---..--.-.-___.___.___ .._..__h_".
~F'''CIM''N Tl!ST TorAl Cv"" CUIiE" ' COMPRESSIVE:
l,lBOrtI.TOR,\" IlltNll;ICA TlON AC;' DATE CiF lOA.O SllE ARe. STk€HGfH
Nu,.,.liErl O~ SET NO il)AVS.. T[!ST IlBS.1 UN.) (SQ,IN.1 IPSI, T"rPE! OF B"eA"
..-.-......--
2889 28 10/09/96 13 98 0 3,1. x :L05 ~,63 1450 Cone
2990 28 10/09/96 12600 2.75 x 2,92 9.03 1570 Cone
2$~1' 2B 10/09/96 13160 ],Oi x ],07 9,33 1410 Cone
~a92 29 10/09/96 16070 2,70 -. 3,52 9,50 1690 Ccne
,
...............
~.tJI::CIFICATION~
28
..,...,[
2000
REMARKS: x c....l.oot~ ...dOt- Oy PSI ''''''..SIt''l.lIl...
X CUDe:. piO.ed up tl~ PSI 'C?'csenl.llli..c
Tes. ruuhs .:.ompl, ..iU1 :ap,~,c;.;.Dl~
spe(lric~iUl'lI
. Cutoc: nll.<.htlJ..A,rniltoef, Dr
CON,UIO(lferp(.s..nlillko..
Cuoo, OClI!\lIM'eQ 10 PSt t;wor.nClry
X
TO"'",Iu/TlIl2Q~ICOlT,pl~.'l'"
:Ipplic.;l.OIIl $pe.-.11I~llont
BATCHED AT 1,30 PM
VERBAL PER TRUCK DRIVER
TECHNICIAN, TROY HULL
cc: Bob earnhart
Mit"" L,L,C,
(City of Springfield)
(2 copies). Tom IESU)
Respectfully Submitted,
Prof~ss;onaJ Servico IndU:itrie
'14:sE 'E6T .Ct.')~':; ~."l. .,..t. T.) T"'( ,..t:<:,rlC ~""'lt:llfllTl!O...NOIoI.o" NOT fl~ 1...olC.t.TrvE 01 n..e ENTlIrce """"e.....t ',\ACl:.'-"CI'IT
l::e~:AT$ ...~. ...j' (IE: I:C.l:OOlJCto. c.ccP' IN 'U\,.I,.. ....."ft()\.. oM<1nl;,. "e~"':!;1!I""" a.,. ......OFE~a'o.ouJ. ;..,loVlC!i; ....OV:i"Uts. NC.
IlIjiimla/ion 7() /)uilrl ()II
;>\'.. :,:".~. ,
PSI. 545 \.nnger 51r091. F.ugSM. OR 97402'. Ptlone 503/484-9212. Fa..: 503'344.2735
:.'
",
f
.....
.. ::" ::;'~'~'.,
"
/
.
NOU 14 '96 10:14 FR PSI-PTL-EUGENE
.
503 344 2735 TO 7263689
P,08/12
~ -, , Envitonmental
as: I Geotechn~cal
.- , ConstructIon
Con.ulting . Engineering. F...tills
- --..----...--__._.____w.__.__.___. '.._.
REPORT OF PRISM COMPRESSION TeST
T~3TEO FOR
'.l1:tJr:;~ t...L.C.
P,O, BOX 217
rr<OJCCT;
DOD :31tIt1P'::l TEX^CO ::lTARHART
FLORENCE, OR 9743~
DATE:
Sepcember 25, 1996
REVISION nt
OUR REPORT NO,: 722-60146-)3
FIELD DATA:
L'JCATIONCII'PIACEMENT PRISM .-rESTING POR cor~PLIANCS WITH UBC, PER UBC SECTTON 2\05,"' "" ',EEIl
1. 3:>f'm.
lJA TE PLACED
TIME
SLUMP, IN,
AIR CONTENT, "I.
AIR TEMPERATURE,"F
MIX TEMPERATURE. .. F
DATE RECEiVED IN LAS
FIELO DATA SUBMITTED BY
MIX OATA SUBMITIED BY
SE:!pcc=mher 25, 1996
02;15 pm
S 1/2
SUPPLIER
DELIVERY TICKCT NO,fTRUCK NO,
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
Z & w
59191
1500 p"i
70
75
Septerr~er 26, 1996
GARY DOLL
COMPRESSION TEST RESULTS
AsTMe.....,
S~~ECIMEN
lAB('lr.:/.TORv ID{;N"Tll='rCATlON
o,lU"'Ut:1ol OH sEt NO
fEST
AGE
II)A'I":~,
TOTAL
OA TE OF lOAD
TEST 1l8Si.1
w..,_
I
SPECIMEN
DIMENSIONS
IIH)
I SPECIM~~"''''~~P~I;$&'''t:
AJ::'i. $'rRcNGTH
ISO.IN,j {f'~IJ
rvr-e OFflllfAJ(
:J687 26 10/23/96
3(.80 28 10/23/96 50950 6,19 x 6,00 X 10,00 37,14 1370 Cone
1(.Hoj 28 10/23/96 69910 5,95 x 5,93 h 16,00 35,28 \980 Cone
36~0 2e 10/23/96 103000 7,60 x 7,60 x 16,00 i 51,76 P80 Con~
3691 28 10/23/96 78580 7,60 x 7,60 h 16,00 ; 57,16 1360 Cont:
]692 28 10/23/96 92040 1. 60 )( 7,60 x 16,00 57.76 1590 r:ont:
:.16S':? 28 10/23/96
,
"._'w.__._.. .._._._ __.__wj__._... ...._.l_. ; .__~ .w..__...
SPCl,.;lf~ ICA 1 IONS 2e 1500
.....____w__. -.'
REMARKS: :~ S...t'O.e"_ ""k1.0t "'SI'-~.'....'a"."
S~i"'"I)IP'tJooitO"'l)DrPSI
X ,..pr,,'.I'Il.lhl.
To"ro:;l4\SCompt,,",,lro"f>>\.lloCoIOl.
SpocilkOlliClols
$pceimcI"ls mllde bf Archilocfs Of
CQf'lIl"OU:lorsreprCS~I.:o\i..c.
Spac.."Of\J. delj~oroo:llQ P~l t~~OtJ'
X
T."'IIl'ul"OU"u!C03mpty ...""
8P\llieiaOI. ~pOc"'c:allans
UNABLE TO TEST LAB #3687 & 3693 DUE TO DISTURBED SAMPLE
(MORTAR BED SEPERATED FROM PRISM (3687) AND SAMPLE
DISTURBED DURING CURING ON SITE (3693)1,
TECHNICIAN; KEN ANDREIU
roc: Bob Barnhart
Mil(~$ L.rJ.C.
(Cicy of Springfield!
12 copiesl, Tom (ESU)
Respectfully '3ubmirted.
Professional S9rv;CO Indusrries
"Wln. TEtT qH'JL T! ,pr-u OlOL' TO THl!! tl'l1!ClI'IC t.UWLC:: T(::TIfO A"'I)~., NO' BE IWOlCAfl..... Of' rwE 1!.nIRE lMfE/'l:IAl rvCF.M()oIr
"'-E...O""! ....:. " ...af tl< l;"r-"'OOUCEO ...(;f+! 'N ..\~ \. .....'..Q.JT "..mneOol"CQUlUI<,)OoIIl'l" ""~ES""\)NAL Il.EA,,1C!' h<€IU:;HoIli::;. IHC
":; ~ ~,",.;, :
w_.n .-..- -....-- -- -- .
Pf11 . ~"5 Congr.r Slu::el . EUOl::ne. OR 97402. Phone 503/484-9212. Fwc 5031344.2,:35
1I1(ol'/1/I/!i(!Il to Nl0!t/ UI.'
'i'
-, .....
NOV 14 "36 10: 14
FR~-PTL-EUGENE
51213 344
2735 _263689
P,12I9/12
'"
, . .7 Environmental
lDS: Geotechn~cal
. - ConstructIon
ConsultIng' /Engl....ring . Te.ting
REPORT OF GROUT COMPRESSION TEST
TESTED FuR:
MILES L,L,c.
P,O, BOX 237
PROJECT:
BOB SHIMP'S TEXACO STAR~~RT
FLORENCE, OR 97439
DATE:
Sepccmbcr 25. 1996
OUR REPORT NO,: 722-60146-34
.... ""H"H_.'H'__'_'H'"
'-'-'-""--.'''-'''- .....
FIELD DATA:
LOCATION OF PLACEMENT COURSES 20 THROUGH 26
DATE PLACE:D
TIME
~LUMP. IN
AIR CONTENT, ''Iv
AIR TEMPERA1URE. ~F
GR.Ou'r TEMPERATURE. 'F
DATE RECEIVED IN LAB
FIELD D"TA SUBMITTED By
MIX DATA SUBMITTED By
September 25, 1996
02:40 pnl
B 1/2
70
SUPPLIER
PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
ADMIXTURE
,z " W
75
September 26, 1996
GARY DOLL
Z " "
. COMPRESSION TEST RESULTS
AU.., C109.9)
..-..----;----. "'-"--""----.'-"--'1' -...- "-"""
SPECIMEN TeST lOT...... cueE: i CUliJE
1..\OO,"^Tony IDENTIFICATION 'G' DATe OP LOAD SI2e ' AREA
NIJMOCR CJI<t SET NO. IDAl'S) . TeST (LBS.) (11'0'.1 _I. (50, IN.)
.......
)6:~4 28 10/23/96 18490 3,00 x 3,71 i 11,1)
JC2 ~. 2a 10/23/96 12750 3.32 X 3.20 10,62
)626 28 10/23/96 10500 3,12 :< 3,04 9,48
36:'7 H01.D 56 11/20/96
, COMPRESSIVe.
I STRENCTH
IPS" T'TPf OF ElReAK
1660
1200
1110
Cone
ConE:
Cone
, . .-- -.-..--------.---.----.-------.1..
! 2000
._..__.__....1_.___..._.
$'~ECIFIL'A !11..NS
29
REMARKS: X \~UCI1::~ "'01g~D, PSlr"pnuU>'IIlr...
~ Cubo~ pkk.,u ~ b,' PSI n'Of.lIen,~i"c.
TctJlIO::luC'llli COffipl, ....ilt. ..~,o:.atl'~
Ipacil":~lions
.;un.., ..nag" 0, Jolrl;.t\jhler"s or
\:o)f'l'..Cl.....a'$"....~=II,,,...
Cl.IDCSOOlivllfCdlQ t>>$11;l0Ql0llDr'f'
x
T."lf.S"Il"~I'I"'~.pll'...,P,
;o~tlC.;OClI..'~Il"c.a\OOI"t.
PUMPED
T~CHNICIAN: KEN ANOREIU
c..... E:ob B~'\r'ntl.:trt
I"':i.l~s: L.L.C.
(City of Springfield)
(2 copiQS I. Tom t ESU)
Respectfully Submitted,
Professional Service Jndustri~
r"EH' TI" r.,'i\..'l r. ....I-~. CW<ol' TO l..E !oi'Ec'''',e '.....~L&S TEUED......O \00,. ...01" 'NOoCA""e a.< h... "..,,,.~ OMft.W,.,t "l-ClUlj'"
.....r.l)...T~ .,~. ...,'.T lOe ..e....oovc!Oo '!:.CE~T IN ~"""L. .vITI-IC....'T ........ITTEN "'E......'l!.ll'ON fl. "r.,l)#e~::l'Oool.l.L :;""",CI! '''0l1S''''r.5, '''''=.
.', ~.,......",
.- ...--... .
PSI' 545 COflgd Suecl. Eugene, OR 97402. Phone 5031484.9212. FUJI: 503134.4.2735
[lljoTmafiOll to 8/1 ifd Oi!
"<;{:~'::;". .
.,......
':....
. ~'."
""..
.: .
NOV 14 "36
10:15 FR~-PTL-EUGENE
I
l' aHl' · EnIliI'Oltmelftal
DS: Geotechn~cal
__ ConstructIon
CoIIsulting . Engineering . Testing
.:('.'
,
.', ..
...}:.::f::,.... .
....
503 344
2735 ~263689
P,10/12
. ..M.. ..... ....._. _ __.__. "_,u__ __... .._._,..... _ ... ... .
REPORT OF GROUT COMPRESSION TEST
COMPRESSION TEST RESULTS
A5T'MCIO"J.~)
,
TESTED FOR'
MILES L,L,C,
P,O, BOX 237
FLORENCE, OR 97439
DATE:
Septeml)~r le. 1996
-....-.- ..--..
FiElD DATA:
LOCATION OF PLACEMENT COURS ES 1 Ii THROUGH 20
OATE PLACED
TIME
ZlUMP. IN,
AIR CONTENT, %
AIR TEMPERATURE, of
GROUT TEMPERATURE, "F
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX OATA SUBMITTED BY
Septen~er 18, 1996
04:00 pm
8 1/2
68
74
Scpten~er 19, 1996
GARY DOLL
Z & W
~pt:CIPolliN TEST
LA~(j,;:...Tcrcr IOENTIH{:A TION "~E
""U"lftt:,,- ",m:;ETNO IDAY'S!
'-.C":, 2e
oJ.. ~..
-..,.') 2S
J..;._'....
J 2;}:.} 26
3255 HOLO
DIITEOf
TEST
TOTAL
l.OAO
Illl.S,1
10/16/96
10/16/96
10/ lG/96
00/00/00
15840
16840
17160
:~r'ECIF'C A TION~
2 e . i
REMARKS: x CuU.'t....ilQ..trrl"!'.l.ep.e'l.nI.II~..
PROJECT:
BOB SHIMP'S TEXACO STAR~~T
OUR REPORT NO,: 722.601<6 - J 5
___'M'
..._-_.-_.~ -..
SUPPLIER
PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
ADMIXTURE
Z & W
..---....-..
.-._--_.....
.... ...._, ....
..--...... .-
CU9j;:
SIZE
\IN)
I' CC)folPkGSSlvE
~rRENGTH
IPSI)
. ...
CUBE:
AREA
ISO. 11'11,1
T'YPE OF bReAK
3,13 x
3,25 x
2,97 X
2,86
:2. 91
3,04
8,95
9,45
9,02
1770
1780
1900
Cone:
Cone:
Cone:
,
I
.--.!.....__.
I
,--,
2000
r<:~I'Ot:Ull~ ~1if1'PIJ ..ilh .wl..::..t>I.
'p.':"'=ll""lr.
X CoAIn p..:..ea up to)' rSI fll9f.lr,,"I:llj~.
X
T...ll'll.u1l:fCl(of'MSf e.otJ\pl~ '.-<tn
aOQlocilrJI..tlCCllic".'"ont
(;uoc>, ",::oUt, r1.. ."",,1..,~t"t:.:..r
r:u..,xto"~ ."""....,.Ii>li....
Cutlu d.li."ettlO '0 P$II:lbOr.llldry
TE:CHNICIAN, KEN ANDREIU
cc: Bob Ba rnha rt:
r"1'il(~s L.L.C.
ICicy of Springfieldl
t 2 copieS), Tom. (ESDI
Respectfully Suom.rted,
Profession;!1 Sorv;ce Indusr,;
r'w=.~.~ ntT ..e!.UI.T'.> ,,~"t.~ ~~ It) ,..~ ,:,"6:1~rr. ~aM"'-l:~ Tt:reoAND 1M'r ~T ll( IHOlCaTlVE OF TIofl! E"'llEte; u.LTEtll<l.L Pla(.EIJf!","
.f.....l'!....... ....), I!E qel'-fI;ooucec. E~r:("T 1-.1 FULl, .....T~OUl -"6o'nEN,.ER""1~3.1UN o",'i\cOo'E1SI\lNAL ~eR"'II:E lNUUtHUES. INC,
....,.
0..:- I . ..:.....: "'':'''~''''' 1:".."", . C. ._...~... ,..,0 "'..A..... _ f"t..~~.. ..:4.'.... ,....., ~~".:....... ........
II/(rml1f/'iol1 7(i R/lild Oil
~;.:. :'
':,,:'-::'~.r." '., ..'
','-. .'r,..
~:::;~,
~ '. ~.:'.:..>:,,;,
NOV 14 '96 10:16
FR t -PTL -EUGENE
503 344
SE..JT
,A t: I "" I
2735 ~263689 P,ll/12
(0 ? .': J.. t:. 't D E ~~I
of F,eo.:.uc..14 6-1 (\/f-
:':"r'~ ' .' .,...,-:'.:. '. '.'
"
OCloberll, 1996
(1m ri. ..tot:;11el"l. P.L
\01." _ .,~..1
MiehJclPenhern
RollVQcl Areh~eclUral Parl11ership
1200 NW F,onl ST,
Suile SSO
ponland, OR 91209
;'lUom;),% Olnoc'lr..-.tlllll. .~.f:.
^~"'''':'''~
Stc""'I;n J. ~ntl:l"Imc'l. p.€..
",~;,,,,,,~,<
DOL.J'lI.l~ t'l ;Ch_ct' I.. ~ t:
....~ _._....~
Ite: Springfield T""""" SIJtlTlart eMU lest resullS
MiCha.:l,
.""... .~I,..~
We have eompl.lOd our revi"", of lite eMU waUlesl resuhs lor ,he
Springlield Texaco SlliITDOIt p.:rfonned by PSI Consulting En!:inem and TC>1illg,
8.10,"" you will find a sumll""Y of our /indin!:s JIId recommcndarions.
Dwinlllhe review of the lesr results faxed ro liS by Troy Hull of PSI, We
di..:ovcrcd Ihal liv.lins were used during the constTIJenon of Ihe C:>OIU w.Us,
l1,,,,,e lifts were compo,ed or'co="s 1-3,4-9, 10-15. 16-20. nnd 20-26, Or'
t.h~sc five Ii~. grou{ snmples were rak.('n from and rested tvr four of [hem. Th~
lin thar diM'1 have llIoul S3Joples rllken was mat comprising courses 10-1 S, Of
Ih~ tbur lifts WI wcre 1<.S"'d. all but the Grou, in rhe: lowcr ~Ollrs~ (1-3) failed,
'Ine ,pecified gram compressive Slreng\h is 2000 PST. 111e grout mcnglh IC5r
resul", from the lills rhar failed runlled nom:lS 10w:lS 1110 PSI up [a 19001'51,
wilh an overtlge of approximaocly I SSO PSI. This, as you c.:lfI see, is considerJbly
low.r I""" wbat was specilied in rhe construerion documenlS and Iheretore le-"ds
us to beli....e thu [he: wnll strengtlls may be suspecl.
1 [owevcr, allhough the grail! strell8th is an imporlnm faclor to consider, We
feci tha, th. s"enGlh of the tlltire CMU wull ;tSSetnblallc is more impOrunl in
d~rermining the adeql1.1cy of the: wall. This assemblage, which is composed uf
Ihe grou~ mortar, and lhe conere[e blod. is specified 10 have a minimum
compressive strcngrh of \500 pSI. lfil can be shown th"lthis is Ihe C:lSe, th"" we
feellh" the wall meets the minimum strength requirements JJld ,hould serve
au.:quJrely,
Troy senr us results or' 0 prism cumpression re:sr lhal was COnSlnlCled fN'"
mal.rinls used ill course.; 20-26, The teSI results were nellative, showing lItorrhe
"'all asscmblage sm:nglh ill this part of rhc wall is I.ss than whal is specilied,
However, we rcanalysed lhis sectiou of the wall JIId Cound lhill lhe ma."imwn
working stresses in it w"" below lI,e 10WC5t tesr value, Therefore rhis scelion oC
the "'oil is ..",sfaclol)',
This docs nol o=snnly mc:m Ihough thai the ollter parrs of the wall arc okay,
Thcrelore. due [0 the [acrlhal low grail! screngths wcre tound in cours~ 16.20,
Ihot no compressive IOSts at all were perf()(tTled on lite groLlr in cou"''' 10-IS, olld
lh~t bOlh oCtb..s. regions conrain critical areas because ofhillh SlrellSC$:ll\d ",oll
rcve3ls, ..... recommend thnt prisms b. CUr from rhe constructcd walls ",ilhin lh~$e
(cllillnS and tested aceortling 10 UBC requiremenrs,
~. .:,...~ :.. .l"';":'''
,., '~~ '1, ~.:.'. ';"JoI~ ;~")
b1'~ ':-;~...)."I "":'jV
. , ." II .~'II .........
, 'I ..~' I ,.~!:"
.."' : '~I-... . .,.'"
'.~ .
" ,.;.,....1.::1.)
. . ~ ...J I :-:n..
;;;.n' ~
,,,-,'?o"':l,,'''l'
:....... .... A......
r,- '.~ '.1.' ,-".-
.,'"
,""1..,', r'.." , V'I"..,,,', ,...01 ,::1'1'.. , I ,I,~ i
, ,
HOU 14 ''36 11<):16
..
nln Q. fro<llCn. p,E.
""",,:lr...ll
hr.,m"(~ DlnlJd",""ZltTIl, P.F..
....VO.lr.I....U:
Slewen J. r:tHcnman. P.l.
,..::;..'"....,..
OQU:)!." 1\. SCIT-Jrl. P.E.
.\~1...........,
~~..,'n.IlI.Cil,[~"
?-, sE .MlI......,. ,...ilf 105
l.J......j.(...'~y"n'JJ;()I)
;'''A :..I.~ )~] II,?"
....,t;...l!il:.lll
......)lI,..\:l
C,.}(I'I.....N...,..nll,...'S\t";~1
h':,... t, ' ;,.~.,,, 'JI~?~.
"',o('-"l",!,'I,11)
'J,JU,N ;IJ:)"
[e'oj
~,J'ul\:j :21
FR .PTL -EUGENE
503 344 2735 ~63689
P,12/12
We ask Ih3I three tell pri~m. be obtained from courses 10-15 und thre~
obl~in"d from eou",,,,, 16-20 for. IO!Sl of six, We aI,o ask ltut Ihe pl'ism~ be
!lllcen trorn tile nooh. south, and w':;1 walls (ooe al e1leh wull p.r Ii II), Aller Ihe
lestS ha"e been eomplered, please send us a copy for opprov:>l,
l[you have any funher questions or obsetVllrions, please eon\80[ us.
Sincerely,
Todd Schutte, P,E,
~
i- Lj-(5" ~
1/
I .-' x:j. ..- 700 ~
5""D3/'O'-\
Q
j
\,
>-
I
!
95f.! '7 no,.
:)~3 ::!N II -;ns'lC;) i-C) r ~=O,=.~. :..JC~.-
-..-.-"-
S[!.Z '1>'>: DdS
.c!.
t~IJl)- l2-' So
/';,,'., , TIMR
~1~ii~
. ; . ~
1Irl114:, froelich, P,E.
P..,,-..::'~I
r" .. . lJl"dlll'.A..Zlml. P.IL
......"llQoo:I.l.
Su.cn J tn~cF'l""Qn, ".E.
^~..rx;I,""{.
D "j~iCII.. B. SChwarz, P.E,.
.........:"O:';.,il:
""lllAl c..toO"l
~~ St """..llfJll -,Sui\...': 'O~
. BCt'.J. O"<~"'l 97102
f/Vl. 541.383.1090
. ~41.3&.l..H!lR&
_lNON'l(~
f:1?o'J ~w I L"'ll"l-.pt"nrl SIMe-t .
Ti..~td. O'I':!ionl;'-'WJ.
PAX S03,~".9i70 .
. 60'. ~'i~~./OO9
TUE lb:S2IROMM,EL ARCH PARTN5HP TEL NO:S03"i-8490
~ltJ3 r-1iJ1
''',''
,November 8, 1996
.. Michael Pcrshcm
, RornrnOl Architectural Parinenhip
1200NW lIront 5T.. '
Suite SSO
Portland, OR. 97209,
'R.c: Springfield TlIllAco Swman eMU Pri.m'te'l reault. '
,. M,ichaal:
, This inoruing, we received the tesl re5UIts from Troy' Hull of PSI on the eMU
WBiI prisms that we aSked 10 ~ CUI from Various areasofthcSlIUCl\il'e ill oildetter
dated October 31, 1996, We;: have completed oUr reviClWofihcsc rcsults llI1d 8
lI!lIllnlllY of olir findings aitd .~.w.._..cridations'is shown below" ,
As statcdin the previous letter, wc wed for pri~s8mplea to be taken from
,counes 10-IS and'16-20, PSI was IIble to get \WO samples adeqUate i'or titsring
from cow. 16.20, In eo_ 10-1 S, they were wiable to ict full prisms e"t dLIC
\0 the nature of the wall conStructiOn, However, they wao IIble gelthrcc gro"t
, priilms cuI from the wall. This isn~ what we prefer, b"t sho"ld bellUfftcienl in
lie" of the full prisms because il was the strength of the grout that waS orip.inally
In question,' ' "
Tho compression teat results of the lWO prisms for the mllSOruy lWl:mblage In
courses 16-20 were 1230 psi and 1180 p;i, with an average of ""I',w..:mately
'1205 psi, We used this averase and checl<ed the wall dCsiSil to vtrify its
capability of supporting the 10Bds imposed upon it. We fbund that theDWdmwn
stresSes within the wall were below the allowable str_ requited by tho URC
using the 8Vefll8C value of the two compression tests, Therefore, we believe lhat
,the wall segmenl between courses 16.20ahould setVe adequately, assUming tllm i.
haa equal or greater ,traIgIh than the test prisms tllkenfrornit:
A. Doted above, throe grout prlsl1tS frOm cour.... 10-) 5 WOre CUI and lesred,
~'" The resulls oflhe compression telits on these samples were' 2100 psi, 2'60 psi,
and 2100 psi. These lest values are higher than the requtfcd inlliimum oi' :1000
psi shown in Ihe structural DOles and can supersede earlier {lI'OUt tests in this aroa
Thcrefore;we feel thllt the wall' segment belWeen colll'ses ) 0.]" should also &etVe
adequately" DsaiD lISS\Illling that il dOc. have equal orgreatCr strensththDD the
grout prisms taken from it. ' , ' ' , , ,
,If yo" have any fultherqucation; or concero'!,pIC8SC con~cl us: ,"
, S~ccrcJy:
, ::.:::JrthL S'~
Todd Sc1l1rtte, P,E,
, ;:
7671 0.'0 /1 ~~':..L..J
'T.r/Y;h~),~ ''''''' ~,;
CO.lD.." mr~hM Co, om ~__::'~-~
""on" Phono'~;_zz~ -51144'
F"./-9//-7ZfL,-'%Jr:1 F.... t;/"lZ_Z?7-%elt2.
Poat.lt. Fax NOle
.