HomeMy WebLinkAboutINSPECTION REPORTS - 95-00019 - Ricks College (BYUI) - Taylor Building (1)l
E TE H) AL ENGI'NEwRJNG 8 MATERIALSTESTJ�NG
44QQ Q95 W��
208 23'-3400 I Fax 208 2373449
REPORT T0:
PROJECT:
INSPECTION 'HYPE
ACCEPTANCE STDO
INSPECTOR.
Daae
of
Inspect'an
512srg6
5/28/9G
5/28/96
5I28/96
a/28/96
RICKS COLLEGE
Physical. Science Bldg
Rexburg, ID 83450
Religion it
% 1, jjjj�� i ii met,
Concrete --Placement
ACI
McGowan
Location
Inspected
MW from GL I*P. A'/7.o3
to A/7.3 tA/7o2ofrom
*1 v*
all areas ' t 1
from GL LaC t
L625 orl GL 7.42; from
L
t
14.0
*,.
on GL
L*
from
GL
13.5
on L
M.0 on
from
L 13.5
to
14.0
*,.
on GL
L*
from
GL
La25
t
M.0 on
GL
14.0;
all
areas 81to 15,elev;
from GL 7.25 to 7.35
on GL L- from GL L*
M.0 on L 8.4% from
GL Soo tO 10.0 on GL
Lv ; from GL 11,25 t
12.m4
on GL L#
*,.
all
areas O'to'
easy
Meet
qu-re
YES NO
X
M
M
0
M
M
REPORT DATE:
FILE No:
INvoarcE No:
Remarks
Placed According to Design
Placed or in to Des i
gn
Placed r Design
Place. According o Desi_
gn
Placed According to Design,
Placedi, 0 Design
Placed Acco ingto Ides n
IDAHO * WA HINGTO 0 OREGON * WYOMING & MONTANA •
UTAH * NEVADA
6/17/96
P96405
3-960166
Pale i
STRATA, INC
Date
of
7/5%32
7/5I32
5130096
5/3Q/96
5I3or96
5/3Q/96
5/3I%95
5/3Z/95
5/31/96
Location
Inspected
MW frOM GL NeO to
from GL 1.0 1.5
in SW corner
classroom # 142
placed approx.
2nd level slab
was
f above
Poured 2nd leve b
from GL Los to PsO/
1*0 to . MT from GL
1+#A'743 to
A/7.2; from GL
L A.5*
A/7 . 3
*15
from
B.
0 on GL
m; all areas 401to
'l; from GL Loo
to
t
tO M.0
on
GL 1294;
1 '
from
GL 11.2512v4
L.0 tQ
M40
on L
L-4
& L46;
all
areas 41to Slelev;from
L L
1 * F elev
MW from GL 7*1 to 7.2
on GL -; f
l m GL 6*3 to
Ito
from
GL L*;from
GL L60 to
1 ; from
124 on GL
Ma 0 on GL
L 11.s t
L 9& Le6o
all
areas
1 '
l ev
from
L.0 tQ
M40
on
GL
1 #
l GL 8.4
to
10.0
Re
YES NO
x
M
INVOICE NO: 960166 * 1
Remarks
mob. _ hs
Contractvr will pour
without removingexcess
wa17, elevations
Placed
Place: According desIgn
Placed A o ing to Design
Corgi i
Place d j ric_j Design
ace According to Desi
gn
� Placed According to Design
Placed Accords t
ced According to Des4
EOTECHNi AL, ENGINEERING & MATERJALS TESTING
Page
y
STRATA, INC
Date
of
Inspection
5/31/96
6/3/9b
CI3I96
6/3/96
6/4/96
6%4/96
6r4/96
Location
Inopected
on GL ; all areas
41to Blelev
Grouted MW froom, CL L*
to L.25 on GL ,; OF
tO 'l; from GL
o L. *
t ' el L
'7*25 to 7.35 on GL L.
from
GL
L.oO
to Lo75
on GL
1
-F
from GL 8.0
tO 1090
from GL
on
GL L *� L
9-- 41to 81
elev
MW fr'Om GL I4P6 A'/7*3
to A/7.3 t '#1W
from GL A.0 to B.
GL . - from GL 7.1
to . all
areas 441to 48'elev
from GL L*O
on GL 9o25.0
elev
to L.
121
Slab grade from GL
v 1/ GL 4.1
-1-1.3; from GL G.0 to
L *1 to 9.1;
#183; topin
from GL L.0
Meets
-4
Requirements
YES Na
M
U
M
x
M
0
INVOICE Is
Remarks
Placed According to Design
aceccordl'Lng to Design
Placed Acco � nJ-
gn
Plac T% 41 cOr I Design
.i
rDesign
Placed rc � Design
Places€ According to Design
ace According to Desi
gn
Placed Accord ink
Placed According o Desi
gn
Placed According to Desi
gn
E TECHN)CAL. E G,NEE Ri �J& A-rER1,AUS TESTING
960166-E
Page
tO
MwOL
1395
1
t
1 '
le;
from GL
L.0
to L.75
on
GL
9-- 41to 81
elev
MW fr'Om GL I4P6 A'/7*3
to A/7.3 t '#1W
from GL A.0 to B.
GL . - from GL 7.1
to . all
areas 441to 48'elev
from GL L*O
on GL 9o25.0
elev
to L.
121
Slab grade from GL
v 1/ GL 4.1
-1-1.3; from GL G.0 to
L *1 to 9.1;
#183; topin
from GL L.0
Meets
-4
Requirements
YES Na
M
U
M
x
M
0
INVOICE Is
Remarks
Placed According to Design
aceccordl'Lng to Design
Placed Acco � nJ-
gn
Plac T% 41 cOr I Design
.i
rDesign
Placed rc � Design
Places€ According to Design
ace According to Desi
gn
Placed Accord ink
Placed According o Desi
gn
Placed According to Desi
gn
E TECHN)CAL. E G,NEE Ri �J& A-rER1,AUS TESTING
960166-E
Page
t
4L R -A T Vii, INC
Date
of
Inspection
6/5/96
6r5/96
6r6r96
5%6/96
6%696
5/7/95
Location
Inspected
L-25/ GL 1.
from GL Lo75
L L# 25
*;
14.0 on
to 4. 0
to me 0/
MW from
to L -
from GL
GL Moo;
all areas
Topp
t
on L
11. 0 to
slab; f rom GL
o L 1.4
from
N - 4/ GL 4. 0
front GL N-4
Meets
Requirements
YES NQ
M
B
M
INVOICE Ivo:
Remarks
Placed According to Des �
gn
Placed According Desi
gn
ace' i Desn
Placed Accor[ n Des
tO P-0/ GL jgn
Grouted Imbeds cn NIS
Chapel walls on L
MW frOM GL
on L D.-
from
. 0 to 8.
'o 8 1l
ev
L 9.25- 11 1'l
ev
Grouted MW from L
to 890 on GL 0S.0
1
M
0
AM
Placed T
Cor ingto Design
ori.
Design
aced ACCording to Design
S T R a T a
GEOTECHifCAL ENGINEERING & MATERIALS TESTING
�
r Design
960166.E
0
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
446C Kings Wad #3, Chubbuck) Idaho 832;2
LU� 4!Fax68 237-3449
REPORTIs
PROJECT.
INSPECTION
ACCEPTANCE STDO
INSPECTOR:
Date
of
Inspection
5/281'96
5/28I95
5/29J9E
5/29r96
5/9/96
RICKS COLLEGE
Physical Science Bldg
Rexburg, ID 83460
Rel i Humanities Bldg
INSPECTION REPORT
- Placement
ACI
Gowan
I
REPORT DATE:
FILE
INVOKE
Location Requirements
Inspected YES NO Remarks
MW from GL L-90 to L-25 X Placed According to Design
on L- � L
7.42 to 8.0 on GL L.0
All areas 81 to 15, X Placed According to Design
lfrom GL 7e25 to
7*35 on GL L*5; from
Jr
GL L.0 tO M*O on GL X Placed According to Design
8,4* from GL 8.4 to
10.0 on GL L*7* from
12.4{ all areas 01to
elev
level from GL X Ancnorf
LoS tO L 1*0 to steel col missing or
.; MW from GL I.P.
Of Classroom #140
A1/7w3 tp A/73to A/7-2 X rom 2.0 to 4.0
from GL 7.15 to 7e2 on contractor wi.11 drill and
GL A.5; all areas 40t
lev from L .1
L ,
from GL LvO to Moo on
M
Bolts placed in after pour
MONTANA # UTAH * NEVADA
6/17/96
P95DE)6
3-96o16s
Page I
STRATA, INC
Date
of
Inspection
Location
Inspected
5/29/96 GL 8.4;all areas1
to f l ; from GL
* L-75 on GL 9.25
5/29/96 from GL L*O, t
L *; all areas
to 1 elev
S/30/96 MW from GL I - e A'/7o3
to 7. 7*
from GL 7. 1
5/30/96 GL
*
. all areas
44 t
to
F
l "
L
* 7
to
B.0 on GL 792;
to
5/30/96 40,
to '
l ev;
from
L 8.4
to
10*0 on
GL
* 7
� from
L 11o25
to
5/30/96 1* L.
A.
ft-om GL L
L 12. 9 all are
5/30/96 t le ; from GL
L. 13#5
Oreo 41
5/31/96 MW
on L 7 o
elev frOrnL 6.3 to
5/31/96 7ol on
L 7.1 to 7.2 on GL
*; all areas 401 to
5/31/96 441 l; frOm GL L.0
o L-25 on GL 7.48; 01
to 1'l{ from GL
5/31/9611-25 to 12.4 on GL
L-4 L. * all areas
tO I'l L&
i#]
Meets
Requirements
Yes NO
Remarks
0
,+
Bolts placed
INVOICE 960166-A
-in Four
in after our
Placed According to Des i
gn
Placed
Placed Accord' a3 -ng 0 Design
Placed According 0 Desi
gn
Placed According to Desi
gn
r Ing o Design
Placed Ac A
Design
Placed ori-
PlacedA cord-LngtoDesign
7 R a T a
GEOTECHNICAL I`NGINEERJNC & MATERIALS T�ST�NG
Page
A
•
STRATA,
INC
Inspection
5/31/96
5/395
6/3/96
6/3/96
6/3/96
6/4/96
6/4/96
6/4f96
ifluRt"0R
Inspected
L 1395*
O -{
MW from GL 7,1
On L B.; 441
l ; from GL 7o25
793.E
On GL
X95;
from
GL 80.0
to
10.0
on GL
*;
from
GL
L*25 to
M-0 on GL . 1 to
1 ' l ; from GL 11.0
L M.
from GL L-25
n GL 11.25;
1 to 8 #l;
Lid to L -75)
't 'l
ev
to 5
all areas
L
Slab on grade; from GL
H*O tO J-1/ L 4.1 to
11.3
H. ,
Vest
slab
L 7.1 to 9.1;
X183 2nd level
from GL L,O t
L&75/ L
MW from GL 7.1 to 7.2
0-n GL B** 441to 48,E
l{ from
L. 75 On GL
GL 11.0 to
L L-25 t
ll#25; from
1#0 on GL
-;all areas
elevo from GL
8.0 on GL ,;
87to 151
.
0 to
�� �
S
Meets
h'equixements
YIES NO
INVOICE* 960166-A
Remarks
Placed AccordingDesign
Ing to Design
aced According Design
According Design
ung 0 Desj-gn
Placed
Acco
ing to Des
Placed According to Design
x Accor ling to Design
Placed According to Des'
Placed
JLng to Design
Placed
Ing to Design
R a � a
GEOTECHNICAL ENGNEERING & MATEPIALS TESTING
Page
STRATA.,
INC
Dates
of
inspection
6J5J96
5I7/96
6/7/9fi
Location
Inspected
'
Ing Slab;
L-75 to N44/
from GL
L
GL 4oO toN.
4 to
P a 0/ L R # Q MW
from GL L90 to Le75 on
L
1 1 t 15'elev
MW
from
GL
.#
On
GL wo
41to
Topping Slab from GL
8*0 to 10,0/ GL N-4 to
P*O MW from GL 7,0
890 On GL *;
5 1 l ; from
O 10.0 on GL
Meets
Requirements
YES NO
M
M4
M
INVOICE # 960166.T
Remarks
Placed According to Desi
gn
Placed r,i Design
Placed o' o Desi
gn
Placed According to Desi
gn
Placed According o Desi
gn
Placid A corjng o Desi
gn
aced According to Design
--b'- .. b� 7.9
Rev j,
(31ECTECHNI AL ENGINEERING & MATER AL TESTING
Page
V000,
E TE H I LEL l 1EERING & MATERIALS TESTING
4460 Kings Way : . Chubbuck, Idaho 83202
208 237-3400 Fax 208 237-3449
REPORT TO.
PROJECT*
RICKS COLLEGE
Physical Science Bldg
Rexburg, ID 83460
Religion . It iBldg
INSPECTION TYPE: 2L.Inspection
momm m ---
ACCEPTANCE STD: AWS D * 1
INSPECTOR: J Palmer
Datie
of
Int.
5/27/96
6/3/96
6/3I96
6/SIs6
Location
Ins
.,Eected
Beams to Embeds
L 1-41 L-
RooDecki-ng
GL f N -
Nelson Studs
piece count
L 1-4 t
Beam to Embed
- # 4-7f
U
INSPECTION SPORT
4-7 jo
Concrete Decking
L L - N, 1 -
Nelson Studs
Broke 3 of 249
Beam to Embeds
L 8-11t i
1h
-in
Meets
Requirements
YES NO
0
X
01
� .3
IDAHO # WASHINGTON * ORE * WYOMING
REPORT DATE
FILE
INVOICE
Remarks
No Apparent Discrepancies
No apparent Discrepancies
No Apparent discrepancies
�� i
Under mut
iscrepancies
i 1 have Bret McGowan.
verify replacement of
Studs
No Apparent Discre
16 MONTANA * UTAH 0 NEVADA
6/14P-10
P960Qb
3-96U156
Page I
Low A
5 TRijTA
INC
Date
of
Inspection
G/5/95
5/5/95
Location
Inspected
Concrete Decking
- t 14-11 1'
9
Nelson Studs
broke 0 of 32
GL 12-14r -
lines
Meets
Requirements
YES N(3
M
0
Remarks
No Apparent Discrepancies
No Apparent
Reviewed
S 7 R a 7 a
GEOTECHNICAL E JINEEArN & MATERIALS TESTING
Dam
Page
i
GEOTECHNICAL ENGI EERI MATERIALS TESTING
4460 Kings Way, Chubbuck, Idaho 63202
208 237-3400 / Fax 208 237-3449
REPORT Tom: RICKS COLLEGE
Physical Science Bldg
Rexburg, ID 83460
PROJECT; Religo
Humanities l
I PELTI- fi SPORT
INSPECTION TYPE
ACCEPTANCE
STDS
P10
#
Date
of
Inspection
522/96
5l22J96
Ultima
AWS D1. I
Palmer
Location
Ins -ted.
Tns
Beam to Embeds
L -S , -
Beams to Clips
L -, f -
HDAHO 0 4'4 ASHi TO
Meets
Requ m
JLrements
YES NO
i4
REPORT DATE
FILE
INVOICE NO:
Remarks
No Apparent Discrepancies
I
5/28/96
P950Q6
3-960156
OREGON '& WYOMING: •MONTANA
0 UTAH • NEVADA
Page
GEOTECHNICAL ENGINEERING & MATERIALS TESTIN
4460 Kings Way , Chubbuck, Idaho 83202
208 237-3400 Fax 208 237.3449
REPORT TO., RICKS COLLEGE
Physical Science Bldg
Rexburg, I .63460
INSPECTION TYPE W
ACCEPTANCE TLS
T i
manic Les Bldg
INSPECTICON REpORT
Concrete -Placement
I
McGowan
REPORT DATE..
IL i
INVOKE
Date
,Of Location Meet s
InaectionIns-ir
�p YES NO Remarks5/13/96 Grouted .
MW GL 7.0
7.18 on GL L.O.; from C01umns @ GL lop, NoO/6*2
. * 1 e it L.0 to
5/13/96 7.18o form GL 7.18 to
8.0 On GL��� from Contractor corrected
L.25 to L -7S on GL
Problem by fill-ingVoids
w/ non—shrinkout
S/IQ/96 7@25; all areas 4z X
tO 8'elev
5/14/96 C01mns @ GL I.P. N.01
X Co
were removed l ,x
5/16/96 Grouted MW frim GL I
A'/7*3 to A/7,3 to JLng to design
A/7.r2- from GL 7.15 to
5/16/96 762 On
L -; from
c, accorcli-ng to des'
1 f 9on GL o
from GL 6,7 to 7,15
5/28/96
p960Q5
3-36n156
5/16/96 GL B - 5; f rOm GL 6 w 3 to X ace according to des4
from 3-gri
L 6.25 to 6.7 On L
JDAH0 WASHINGTON OREGON WYCIMING MONTANA UTAH NEVADA Page I
IF
E-�
INTERMOUNTAIN MATERIALS TESTINCr INC
Date
of
Inspection
5/17/9
5%20/96
5/21/96
5I21/9G
5/22095
Location
Inspected
1l
36 elev
areas 321
t
Grouted Columns@ GL
I,.P* N.018.8; N.0/_10.0
O'to 161elev
Grouted
MW
from
GL
11.0 to
13.5
L
from GL
13,5
to
1*
on L L-25; from GL
L-25 t 1#
.l1 areas 1l*
f
from GL 7918
L L.259 from GL L.25
to Le75 on GL 7.35
all areas 80to 15'elev
M' from GL 6a2 to 6o3
on GL front GL 6.1.
to 6.2 On L
all areas 321to
'l; from GL 7.0
to 7925L* 1w
r
from GL 0*0 to
L.# f O m GL
10-0 On GL P.0;
areas 8 ' to 15 T l
from GL 11,0 to 12.4
n GL .; from GL Loo
tO M.0 on GL 1244;
form GL L*25 on GL
11- from GL 1 * o
S
Meet
Requirement.s
YES NO
INVOICE
Remarks
Placed rto ,
j-gn
aced according
Placed r i
'laced accordingto
x Placed according
des'
x P1cor .
design
Placed accord -Long
Placed accordin 0
j-gn
ace according
R a T a
GE TECHNJ AL ENGINEERING & MATER-1ALS TESTING
6015 #
I --RM' MATERIALS TESTING INC
*&I
Date
of
Ii
5/2116
5/2.2/96
5/22/95
5/2/95
5I2zI96
5f23/96
5/23/96
5lz3rs6
Location
ins emoted
12.4 L M-0; all
areas 'to 41elev
MW from GL 11q.0
13.5 on GL L.*
L L.0 to L.25on
to
from
L
on L 135; from GL
1305 to 14.0 an GL
L;; from GL L425 t
M.0 on L 10-
GLS 7. 42 t
L. 0 to L. 75, on
from
on L
L 7 #1
all areas 1 elev
from GL 8.5 to 10.0 on
L #; 8'tO 15'elev
Grouted MW from GL
ToP. A'/7a3 to A/7e3
t - from L .15
to 1
froom GL
L 7. 1;
n GL
B. 0 to C. 0 on,
all areas
to 40 1l;
1
from GL L.
from GL
on L L.
to L. 75
on L 7.184 from GL
L.0 L-25 on GL 7.42
all areas 8'to 1 t le
Meet
Requirements
YES NO
0
M
IR
K4
ReN
Remarks
Placed
INVOICE NO.: 960156A.
according to design
according to design
according to design
according to deso
Placed according to design
i
Placed
according to des'
according design
Placed according to design
Placed
according to design
GEOTECHNICAL ENGENEERING & MA7E91gLS TESTING
4460 K+ncs Way a3, Chu6buck, Idaho 83202
REPORTTO: RICKS COLLEGE
Physical Science Bldg
Rexburg, ILS 83460
PROJECT: Religion & Humanities Bldg
INSPECTION TYPE:
ACCEPTANCE STIP
INSPECTOR..
.-
Dat
of
Inspection
5/13/9
5/13/96
5/13/96
5/13/96
5/15/96
I.NSPECLTION REPORT
-Bar Placement
ACI
Location
Inspected
M from 7.0 to 7.18 on
GL L.; from GL LaO t
L; 7.18% from
L 7.18 to 8.0 on GIS
L.25; from GL L-25 to
L.75 on GL 7.25; all
areas 41to
from GL IaA'/7.3 to
A/7v3 to from
L 7.15 to 7.2 on GL
A. * from GLS t
. from GL
647 to 7.15
@
on GL
B*5;
from FL
6.3
to 7.1
on
GL . ;
from
to GL 6. 7 on GL C. ;
11 areas
36'elev
Columns
@
GL I.
P.
10000
16'elev
Meet
Requirements
YES NO
PORT DATE
FILE
NO -
INVOICE
Remarks
Chapel Wali from GL 7.1
7.2 on GL B.0 o zona 1
Reinforcing Liar approx, 611
too high notified Foreman
Problem Corrected
X Problem Corrected
Problem or.
Problem Corrected
Placed According ,i
IDAHO, * WASHINGTON * OREGON -6 WYOMING i MONTANA m UTAFf a NEVADA
5/2$/9
P950D5
3-960156
Page
INTERMOUNTAIN MATERI S TESTING, INC
Date Meet
of Location m t
Inspection Inspected YES NO
5/16/96 MW
f roTn
GL
718
on
L L .
1t4'elev
from GL 8.5
to
10.0
on
GL #;
5/15/96 all areas 81to 15'elev x
5/17/96 MW from
GL
S.6
to 6o6
on L Lw
It
1t4'elev
GL
from GL
7.0
to
7.18
5/17/96 GL L.
from
from
GL
L.25
L.75
to L*75
GL
on GL
7.25*
L
from
GL
7.18
to
8.0
5/17/96 GL L#• all area
't 15'elev
5/18/96 MW
from
GL
L*
L.75
on
GL
7.25;
from
L
L
5/18/96 L.75 all areas 1
1'1; from 13.5 to
14.0 on GL L# from
5/18/96 GL L.2 -n GL
14.04 all areas 01to
4?elev
5/20/96 Slab on Grad
Mechanical Rm #131;
MW from GL 11,E t
5/20/96 13.5 on GL L*0; 01to
I
4'elev from GL 7.18 to
8.0 on GL L-25; from
5/20/96 from L. L-5 on x
GL 7.35; all areas 81
to 1'1; from GL
S i FR
INVOICE
Placed According to
Placed According to
Design
Design
Placed According to Design
Placed AccordingtoDesign
Placed According to Design
Placed According to Design
Placed According to Design
Placed Accord in to Design
Placed According to Design
PlacedAccording to Design
Placed According to Design
a T a
6E TECHNI AL ENIGI NE ERMG & MATEMALS TESTING
960156B6
Page
R TAIN MATERIAL'S TESTINGr INC
Date
Ins of
pection
5/20/96
5/21/9
5/21j96
5/21/96
s/zz/96
Location
Ins ected
6.3 to 7.1
from GL 7*1
L.* all
on L .;
tQ 792
areas 36f
t - from GL
D90 @ 40'elev to GL
o n GL 6a2
MW from GL 6.2 t
on L D o ; f ram GL
to 6.2 on GL .;
areas 1 t ' l e
from GL 7.0 to 7925
GL L.75; fr L 0*0
t
to
L*;
M.
from
GL
9.0
to 10.0
n
GL
Ito41
.l
areas
81to
fle;
t 13.E
to L.25
from GL
L 14.0;
to 1;
from
on L
on L
GL 1*
on L.0
1305;
L*25 t
from GL 13.5
on GL L-25;
all areas 41to 8'elevo
from GL La25 to L*75
on GL 11* from L
11.0
to
12.4 on GL
M.
from
GL
L.0 to M.0
GL
4;
all
Ito41
MW from GL
on L 7918;
l; from
LoO to L,75
Ito is,
L L.0 t
L.25 L 7o42;
'l; from GL
'. to A/7.3
1t
19b
t
S
Meet
Requirements
YES NO
INVOICE: 9601560.
Remarks
Placed According to
Placed According to
Placed According to
Design
Design
Placed according to Design
Placed Accordi h -ng to Design
Placed1 to Design
Placed According t
Placed According to
Placed According to
Design
Design
@ GL I.P.
was cracked from prevI.Ous
working day.
Corner of Stemwall was
removed to be repoured,
upon removal of concrete
Page 3
IPTERMOUNTAIN MATERIALS TESTING, INC
Date
of
Ins action
5/22/96
5fz2196
5/23/g5
Location
Inspected
7.If
to 7.20
from GL
from GL 7w1S
on L A* 5;
.7 to 7#1
L B-.5; a l l
to 40 elev
on
areas 361
MW from GL 11.0
13.5 on GL 4-
L L.0 to L.25
1#; from
14 * 0 on GL
L L.25 t
t
from
on L
L 13 # 5 t
L. - from
M.0 on GL
14.0* allareas
15' l * from
to 12.4 on GL
L.;
't
L 11-25
1t4'elev
Meet
Requirements
YES NO
INVOICE NO: 960156B10
Remarks
cont-L'nous horiz.
bar and I continous ho i
5 bar were found t
messing -problem X11 be
corrected prior to pour
Placed according to Design
Placed According to Des iqn
Placed According to Design
Placed According to Design
T CS
GEOTECM NIC,A.L ENGINEEMNO & FSI, T ERCAt 5 TESTING
I -M
4460 Kings Way 43, Chubbuck, ld hua 83202
208 237-3400 Fax 208 237-3449
REPORT T K COLLEGE
Pysical Science Bldg
., ID 83460
PROJECT: Religion & HumanitiesBldg
INSPECTION TYPE.
ACCEPTANCESTD
INSPECTOR.
Date
of
Inspection
Rebar Placement
ACI
B. McGowan
WE
Location
Ins acted
0 �&
5/6/96 MW from GL N.5 to P
on L 10.0,- from GL
. *;
-5/6/96 to P.0 on GL 8.8; all
areas 41to 1l#
frost GL L925 to Lv75
5/6/96 on GL 7.25, 7a35
01to 41elev,;from GL
N.5 to 0.0 on GL 992
5/6/96 41to 1'l* from GL
f
N.5 to P.0 on GL 10.0;
fromT a
5/6/96. GL *; all areas
elev
-5/7/96 Concrete
Beam
from
GL
8*5 to 8.8
MW from
on
GL 4.0
GL
to
.
7.
5/7/96 on GL M.0 Vto 15'elev
from GL Jops A/7.3
A/7-3 t A/7-2* from
0
Meets
Requirements
YES NO
REPORT DATE:
FILE NO:
INVOICE
Remarks
Placed According Design
Placed According to Design
Placed
.Lng to Design
Placed ri Design
Placed According to Design
Placid According o Design
Placed According to esign
IDAHO * WASH INET OREGON # WYC)MJNG o MONTANA -b UTAH 4, NEVADA
5/21J9F
P96D06
a-s6o142
Page I
INTERMOUNTAIN MATERIALS TESTING, INC
Date Meet
of Loc ionaLn
f
I spec to Tns2ected
5/7/96 GL
6.3 to
7.1
an GL
D -Ow
from
GL
6.25 to
6.7
on L
on GL
from
5/7/96 GL
6.
2 to 6. 3
on GL
D -Ow
from
from GL
6.15 to
6.25
on GL
on GL
from
5/7/96 L
6ml
to 6.2
L
#;
from
from GL
5s6
6.15
on GL
onGL E.5;
from
5/7/96 L
D. 0 t
L
.;
from
GL
E.0 to
F.0
on GL
1; all
5/7/96 areas 281to 32'elev;
from GL 5.1 to 6.1 on
L FaG; 281to30'elev
5/7/96 +L
7415 to 7.2
on GL
A95;
from GL
7,1
t
7.2
on L B.0;
from
5/7/96 GL 15 on GL
.; all areas 241to
28'elev
5/8/96 Slab onrade w Sacs
f
Prep #19OB; Mw -,r
L 5.1 to 6.1 on GL
5/8/96 FqO 28'to 30'elev-P
f
from GL I*P* A1/7-3
to e #9
5/8/96 from GL 7.15 .
on GL L 7.1 to
7*2 on L from GL
5/8/96 6.7to 7.15 on GL B.5
all areas 'to 321
l from GL 7# to
,4A
S T R a
Placed According to
NO -ow 1 2 o
Placed According to Deign
Placed According to Design
Placed According to Design
Placed According to Design
Placed According to Design
Placed According to Design
Placed cording to Des4
Placed Accord' b
Placed According to Design
Placed According to
F-1
EOTECHNiCAL ENGINEERING & MATERIAL.TEST;NG
Design
Page
INTERMOUNTAIN MATERIALS TESTING, INC
Date
f
Inspection
!i
5I8/96
5%8%96
5/9l9fi
5/9/96
5/x%95
5/zv/96
/1OJ96
Location
Ins2ected
�!T
7.19 on GL
7.0 to 7.25 on
from L 7.35
from
L Ls75
L L.7S;a11 areas 01to
f1e from GL L.0 t
M.0 on GL 8.0 41to1
MW from GL 7.0 t
7.18 on GL L.*- from
L L.0 to L.25 on CL
7.18- from GL 7*18
8.0 on L L.25; from
L 7.41 to 8.0 on GL
L. all areas
l from GL
n GL N.5
O'to 41
f r opt
L 11.0 to 12.0 on GL
all areas V f
l* from GL L,.0 to
M.0 on GL8.f0* from GL
11*0 to 12.0 n GL 090
all areas 't 1"1
MW f r0m GL
n GL L.
7.35 to 8.0
7.0 to 7v
from GL
on L Le75
from GL L.25 to
on L 7.35; all
18'elev
#7
areas
Meet
Rem ents
YES N
5 T
"i
P
"I.
x
0
R a
INVOICE : 960142
Remarks
Placed According t Design
PlacedoriLDesign
Placed According Design
Placed According to Design
Placed According to Design
Placed According to Design
Placed According to Design
l acedi_ T)
'laced According to Dpqign
Reviewed by
1 !�
GEOTECHNICAL ENGINEERENG & MATERIALS TESTING
Page
4460 Kings Way r -Chubbucki Idaho 83232
206 237-3400 / Fax 209 7-3449
REPORT TOO
PROJECT
INSPECTION TYPE.
ACCEPTANCET
INSPECTOR:
Da -Le
of
Inspection
-5I6196
x/6/96
5/7,95
RICKS COLLEGE
�.l scl'ence Bldg
Recburg, ID 83460
Religion & Humanities Bldg
INSPECTION REPORT
Concrete Placement
ACI
B. McGowan
Location
Inspected
Columns @ GL I- '-9
10*0; N.o/8*8j* 0*0/7*0
. ' * ; * ;
Concrete Beam
10aO to 1#
MW GL L.25 to
on L
P. 0 on
from GL
on L P.
L. 75 on
7.35 ,t
from 'L N.5 to
L 10.0; from
L
N.5 to
o.0
on GL
.;
from
GL 8o8
9.2
On GL
-
if
from
L 0*0 to
all
M` GL
A/7 -e 3
L * 1
Meet
Requirements
YES NO
M
REPORT DATE:
FILE
INVOICE
Remarks
i� Ali
Placed According to Design
Placed According to
Placed Accordin to
l aced AccordI.
Design
Design
Der
P*O on GL X Placed Accordin to Design
areas 41
to
P.I. A'/7.3 to
to 7# o
to 7.2 on GL
e; GL *
L B.; all
o ' l
to 7.15 on
areas 241
from GL
Placedof
I -I"
Placed According to Des � n
IDAHO * WASHINGTON w OREGON 6 WYOMING -v MONTANA * UTAH
0 NEVADA
5/1/96
P950Q6
3-'360142
Page -1
Date
of
Inspection
5I7I96
5/8/96
5/8/95
5/8/95
5/9,55
TES's' IPTG F INC
Meets
Location RequiLrements
Inspected YESa
4W� _
7.15 to 7.2L Placed According to Desi
gn
'lv
MW from GL 6.3 to # l x Placed According to Design
on GL C.0; from GL
6.25 to 6.7 on GL
from GL 6.25 to 6.7 on x Placed Acc000rdingto
L C*5; from GL 6a2
to 6*3 on L from
L 6.15 to 6.2 on GL x placed Accord] -ng Design
from GL 6.1 to
6o2; from
F-0 cn GL 6.1., from x Placed According
L 6.7 to 7.15 on GL
.. all areas 281to
'lev* fromGL 5
According Design
to 6.1 on GL F-0; 281
o ' lv ; from GL
7-15 7.2 GLS A*5; x Placed According to Design
Ito'lvo from GL
7.0 to 7.25 on GL L-7
from GL 7.35 to 8.0 on xPlaced According to Design
L L. from L.
to L.75 on GL 7125;
all areas r f l v *Placed
from
L t to 8'elev;
from GL N.5 to P.0 on x Placed According to Design
GL 10.0* 15'elev
MW from GL FwO Q 30, x Pd
According to De i
elev to GL
elev on GL 3*1;
s Tq R a Ta
GEOTECHNICAL ENGINEEPJNG & MATERMLS TE TiN
960142A*
Page
INTERMOUNTAIN MATERIALS TESTING,
nate
of
Inspection
5/9/96
5%9/6
5r9/96
5/9/96
5/9/96
5/10/96
Location
Insected
An-
GL27'elev
.23'elev on
Sol; from GL E#
INC
34'elev
GL
to
GL
F
30'elev
on
GL
6.1
L
I ..
A'/7.3
to
to
GL
from
A/7-3 o A/7.2; from
L 7*15 to 7.2 on GL
A*5; from L 7ol t
7.2 Cry GL B.0; all
areas 'l;
from GL Ioo L-0/740
to L.0/7.18 L.25/
f rm GL
8.0 on L L# all
areas
from GL
GL . ;
fle
L. 0 to M. 0 on
from CL 8.0 to
*
0 on GL Qw0d,
P-0 to Q.0 on
all areas 81to
MW GL 7.
GL L.;
to 8. 0 on
from GL
L
elev
to 7.25 on
from GL7*35
L L-759
from
GL
L*25
tO L *75
on GL
7.357all
areas
't
'
1 ,
from GL
.
.*
L.
, b
Otto
1'l*
fromGL
S
Meets
Requirements
YES NO
M
M
M
0
M
ti
Remarks
PlacedAccordlLng
INVOICE 012
Design
Placed Accordingtodes ire
Placed According t.o Design
Placed Accord
,Lng to
Placed Accordin
Design
Placed According to Design
Placed According 0 Desi .
PlacedA�cord.J.-n to
Placed A cor-Lng
Design
Placed According to Des'
gn
GE07E p` LAICAL EINGINEEMNG & MATERIALS TESTING
wm�
INTERMOUNTAIN I TESTING INC
Date
of
Inspection
Location
Inspected
5/10/96 8.8 to 9.2 on GL
81to 15'elev
Meets,
Requirements
YES NO
INVOICE .: 960142A
Placed According to Design
Reviewed by
7 R a 7
GEOTECHNICAL ENGINEERING & MATE -RIALS TESTING
Page
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
4460 Kings Way 13, hub�u; Idaho 83202
208 237-3400 Fax 208 237-3449
REPORT TO: RTCKS COLLEGE
Physical Science Bldg.
Rexburg, ID 33460
PROJECT: Religion & Humanities
INSPECTION TYPE:
ACCEPTANCE
INSPECTOR:
Date
of
Iris t ire
4/3/96
4123/9
4/23/96
4/2.3/96
4123/gs
4/24/9
STDG
INSPECTTON REPORT
Concrete Placement
ASTM
B. McGowan
Location
Inspected
Grouted MW and MB from
GL .1 to 5.1 on GL
.- from GL G.0
to H. 0 on
L 4.6
F.; from
1;
. 6 onGL
GL 5*6
from
t
6.15 onGL# * from
GL 6*1 to 6.2 on G
E.0; from GL 6.15 to
6.2.5 on GLD.r5# from
GL 6.2 to 6.3 on GL
.; from GL 6.25 to
6*7 On GLr from
GL .l to 6.1 On GL
F90 1' fl
ev
al I other meas 16 1t
20'elev
Grouted MW from GL 8.0
tO 9.0 on GL from
L P-0 to Q.G on GL
Meet
Requirements
YES 1
0
M
0
M
M
REP
ORT DATE ,
FILE
INVOICE
Remarks
Placed According to Design
Placed According to Design
Placed According L
Placed According to Design
Placed According to Design
Placed According to Design
Placed Accord Design
IDAHO * WASHINGTON * OREGON -0 WYOMING * MONTANA * UTAH # NEVADA
4/8/9
P96006
3--95014
3-960119
W o i
INTERMOUNTAIN MATERIALS TESTING,
'R`IN
Date
f
Inspection
4/24196
4Iz4/96
4/24/96
4/4/96
4/2496
4/25/96
4/5/96
4/25/96
4I'25/95
4/2596
4/Z5/96
Location
Inspected
�i
9 * from GL 8,8
10*0 onGLP,O*
L 0.0 tO P.0 on
INC
to
from
L
#; from GL 8o8 to
9.2 on L from,
GL N65 to P,O on GL
1. - from L N.7 to
0.0 on L 11.0 from
L 0.s5 to P..0 L
11.0; l areas
e l ; from GL
onGL 1w
L 11.0
all
8'elev
to 14.0
areas
1
to
N.0 to
from
n GL
Ito
Slab oWomans
Restroom 1 - corridor
#179; Custoii 1
Storage #176 & 1
corridor 1;
Electrical 17;
Elevator Equip 17
Mechanical #173#
Corridor #113 from
L to N.
Serving Area #178
L L*O to L.;
from
Columns 16telev
GL I.Pe N.0/5,0; N*01
N*0/7,1* N,'.
N#`*;
P*0/7.wO5
Meet
Requirements
YES N
O
INVOICE N 60114
Remarks
Placed ng to
Placed According to Des -Ln
Placed According to Design
Placed According to Design
Placed Accordingto
esj-gn
i
PlaCed Accordi'.nqo Design
Placed According o.L..esign
Placed According o Desi
gn
Pierced According Desi
gn
Placed Accord inkto Design
Placed A cor ing 0 Des
Page 2
INTERMOUNTAIN MATERIALS TESTING, INC
Dat
f
Inspection
4/26/9b
4/26/96
4/26/96
4/26/96
4/26%9
4/26/95
430/95
4/30/9+5
4/3D/96
4/30/96
Location
Inspected
Slab grade;
Cultural Hall 4160,
#170, #180 from GL J.1
to L.0; ruin Area
#178 from GL K t
L.0; Storage Area
Corridor#180A*
#181; Grouted MW GL
11-aO to 14.0 on. GL
from L NvO to P-0 on
L 14.0 l areas
to 1 { from GL
12.0 to 14.0 on GL
from GL N.0 to P.0 on
L 12.0 & 13009
All areas 41to 8'e,lev
Grouted MW f rom GL 7.1
to 7.2 GL B. from L
6.7 to 7.15 on GL
from GL 6.25 t
on L. & from GL
93
to 7.1 on GL from
L 6.2 to 6.3 on GL
from GL 6 --is t
6.25 on GL I.; from
L 6.1 to 6.2 on GL
1E;- from L 596 to
6.15 L from
L
3ol
to
6.1
on GL
Fs0;
from
GL
4i*
Meets
Requirements
YES, NO
H
M
M
FR a
INVOICE
Placed According to Design
Placed According t
Design
Placed According to Design
Placed Acnto Design
Placed According to Design
Placed According to Design
Placed According to Des icn
Placed According to Design
Paced According to Design
Placed According to Design
Placed According to Design
r-�
EOTECHNI'CAL ENGINEERING &-MATEgIALS TESTING
9601140
INTERMOUNTAIN:' MATERIALS TESTING, TNC
It
of
Inspection
x/30/36
51/95
5/195
5/1/9G
5/1%96
5/1%95
5/2/95
Location
Inspected
5.6 on GL t;
from GL
.1
to
5.1
on G
P.
from
GL
F.0
o G.0
from
L 5.1
tO
10,0 on
all
,-
r
areas
201to
Grouted MW from GL
L *;
from GL 8.8 to 10,0 on
L P.0 from GL 1#
o 12.0 on GL N40o
from GL o
GL
11*;
from
GL
P.
to
Q.0
on L
.,.
from
8*8
tO
10,0 on
GL
,-
r
All areas 41to 81elev
from GL 8.8 t
L Nos & entry way to
Materials Center #114;
from GL N-5 to o.0 on
GL 9.2-0 all areas 1
1 #
from
GL
N -,p0
P.
from GL
-1 #
12.0
to
*
14.0
n
GL
N.0
all areas
't
15'elev
Grouted MW from GL 6.3
to 791 on GL from
L
from GL 6.12rw t0
Meets
Requirements
YES NO
R
Mr
M
M
0
5 t
INVOICE
Remarks
Placed According to design
Placed According to Design
Placed Accordin to Design
Placed Accord'
Ing to Design
Placed According to Design
Placed According to Design
Placed Accordingto Design
Placed According to Design
laced Accordin, Des j-
Placed According to Desi
gn
Placed c;Qra'n to Design
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
9601-1
INTERMOUNTAIN MATERIALS TESTING INC
Date
of
Inspect mon
5/2/96
5I2I96.
5l2/95
5I2/95
5/2/96
5%3i96
5/3/9
Location
Ins ected
6.3 on GL 9
6915 to 6.25 on
from GL
L
6.15 on
6.1 to
from GL
L #;
GL E.0 o
6.1; from
.
1 on GL
from GL
GL D
6. 1 to
from
n GL
GL 5 to
All areas 241to 281
l from GL 3 * 1 t
5.1 on L .{
All areas 241to301
l; from GL 3.1
*1. on GL H.0 - 201 t
Grouted
11.0 t
from GL
MW from GL
12. 0 on GL
N.0 to P.0
GL 11. * all, areas
1 to 1 1 elev
Meet
Requirements
YES NO Rem -arks
1
INVOICE NO:
Placed According to Design
Placed According to Design
Placed Accord i
to Design
Placed Accor. in to Design
Placed According to Design
Placed According to Design
Placed r o Design
Reviewed
960114;
i
47E T FINICAL ENGINEERING & MATERIALS TESTING
4460 Kings Way #3, Chubbuck, Idaho 83202
208 237-3400 Fax 0 237-3449
REPORTTO: RICKS COLLEGE
Physical fence Bldg,
Rexburg, 183460
PROJECT:Rei..]Lin & Humanit]--es
INSPECTION TYPE;
ACCEPTANCE STDO
INSPECTOR
Date
of
Inspection
4/2/96
4/22/96
4%22/95
4/22/96
4/3/96
Rebar Placement
ASTM
B. McGowan
Loc a mon
I
Bldg .0
INSPECTION SPORT
Columns @ GL I.
-4r.,1 *f
N-0/7-5 Masonry- MW
from L t
L C*5; from GL 6o3
to 7olonGLC.0; from
GL 6.7
* { from GL 7.1 t
7.2 on GL
all areas 161 to 20,
l from GL N95
to P.0 on GL 1o;
from GL 8.8 to 10.0 on
GL P*0; from GL 0.0
to P.0 on L #;
all areas 0! to 4'elev
Slab on grade @
womans restroom #I75
*Columns @ GL I.P
Meet
RequIrements
YES- NO,
P
Ki
X
REPORT DATE
4"
FILE411
INVOICE
Remarks
Placed According to DesJ-gn
Placed n
Placed According to Desi
gri
Placed Accordin to Desj'-gn
Placed According o Design
Placed According t Des- n
Columns 01 F
IDAHO * WASHINGTON * O E P4 * WYOMING 0 MONTANA 0 UTA
H & NEVADA
4/8/36
P95005
3--960114
3--95x119
Page 1
INTERMOUNTAIN AT IAL TESTING, INC
Date
of
TnsPection
4/23/9fi
4/23/96
4f23/95
4/23/90
4/23/95
4r24/g6
4r24/g6
4/25/96
4/5/96
4/25/96
ovation
Inspected
0 # 0 7 a&
from GL
0.0/300* goo/
masonry walls
GL
P. o to
g.
0 on GL
990,*
from
GL
8oO to
o..0
L.
; from
L 11.0 12.0
; all areas 1
elev from GL N.0 t
elev;
A'/ 7 .
GL 1s — 't
frorn GL I.P.
to A'/793
A.& from GL 7.15
to 7.2 on GL A.5;
all areas 1''l
ev
MW from GL 1100
1400 on GL PwOw
L N.0 tO P*O
14.0;
1 elev
all areas 41to
Masonry MW from CL
6.3 to 7.1 on GL .;
from GL 6.2
,.r f1, GL 6,1
to 6.2 on GL E. 0;
all a-reas 20vto 241
Slab on grade;
Cultural Hall #160,
#170r #130 frOm GL
J-1 to L9 ;
Area #178;
K-0 to .9
Serving
from GL
5tor�j&qe
Meets,
Requirements
YES No
O
Ki -
KA
S T
INVOICE NO: 960119
Remarks
Placed According to Desi
Placedgn
Acco4 A
rDes
Placed According
Design
Placed According oDesign
Placed According j.
Placed According to Desi
gn
Placed A Des 3-
gn
Placed According to DesiDeso
i-gn.
Place IP Desa-gn
According to Design
Placed Acco to Desi
gn
GEOTECHNICAL ENGINEERING & ! ATER'AL-S TESTING
in
INTERMOUNTAIN MATERIALS TESTING
Date
of Location Meets
Requirements
-_Inspected YES NO
6
4I25f96 #18OA-F corridor #181 g
4/26/96 MW from GL 11
14.0 on GL P 90; 8 Ito
15'elev from GL 12wO
4/26/96 to 14.0 L
I
from GL
on L 12.0,& 1
4/26/96 all areas 41to 8'elev g
4/29/96 MW
frorn
GL
1
D.
n
GL*;
to
from
GL 6,7
to
7.15
on
GL
.;
4/29/96 from L 6925 to 6.7 x
.; from GL 6.62 to
6.3 on L *; from
4/29/96 GL
6.15 to 6.25
on GL x
D.
o from GL
6.1
to
6.2
on L *;
from
4/29/96 GL 5.6 to 6.15 on GL x
. * from GL 3.1to
6.1 on GL F,0; from
4/29/96 L
* 1 on GL G.0; from
4/29/96 GL I*o A'/7-3 to A/ x
* x./7.2* all
areas 20'to 2
4/29/96 from GL 1.
on L NoO 81to1 r
s
INVOICE
Placed According to Design
Placed4 Des
Placed According to Desicjn
Placed According to Design
Place, According to Design
Placed According to Des i
gn
Placid According to Desi n
Placed i i Desr
Placed According to Des'
Placed Accordin..Design
Placed Accordina
sF
GE OTE HN iCAL E ISG INE Eli FNG & MATERtALS TESiiN
INTERMOUNTAIN MATERIALS TESTING I
NC
Date
of
Inspection
4/3/96
5%1%95
5/1/96
5/2/95
5/2/9f
Location
Inspected
Columns � @ GL
■ N. 0/10 a
1.0e
MW from GL a
on GL 5al
MW from GL 8.0 t
on L*; from L
. tto 10.0 on GL P.0
from GL 11.0 to 12.0
n GL N. L o
tO L 1140;
rorn GL P. o to Q. 0 on
La � from GL 898 t
10*0 on GL MeO;
all areas 't8'elev
from GL 8.8
L N-5 & entry way
to Materials Center
#114; from GL N.5 t
0.0 n OL *;
all areas
Ontoflo
from
L
t
n
L 1290
13o0;
from
L 12.0 to 14.0 On GL
I area ,
15 f elev
Column @ GL 1.* p. 0/
7v5-01to 1vl.
Floor Of elevator
Shaft Commons A�a
f
meets
Requirements
YES NO
V. �
0 t
iA
Placed . o xn Design
Placed 3-n Design
Paced Accordingto Desi
gn
Placed According o Design
Placed According to Design
Placed Accord ding o Design
la d n � n
Placed According i -Desn
p according t.o Design
Placed r in Design
Placed According o Design
GE TE HNICAr ENGINEERING & MATERIALS TESTING
Page
INTERMOUNTAIN MATERIALS TESTING
Date Meets
Qt Location Iftequirements
Inspection Infected YES NO
r fl-oor of Duct
Tunnel below
5/2/96 prep #19OB; MW GL Jop
A'/7.3 to A/7.3 to
A/7*o from GL7.1 to
5/2/96 7.2
on GL
#
-w��''''jj��
f
�Ll
L
6.7 to
7.15L
B.5;
from
GL
6.3
to
S/2/96 .1 on GL C*O; from GL x
6.2,E
from GL
S/2/96 GL .# from
to 6w25 on GL
from GL 6al to 6.2 on
5/2/96 GL EoO; from GL
F*O on GL .1; from
L.l to 6.15 on GL
5/2/96 E*5; from GL 501 to x
6.1 n GL F.0; all
areas281elev
5/2/96 from GL
L F. -0--24 to 301
l from GL
-5/2/96 H.0 on GL 3*11
from GL 3.1
to 5 * l On GLH,0-201to
5/2/96 ll; from GL 1140 x
to 12*0 on GL N,O to
P&O on GL 11.0;
-5/2/96 GL P. 0 to g. 0 on GL x
.a all areas 81to
15'l from GL 8,o8
Vol,
S T rte- a T
INVOICE NO: 96019
Remarks
Placed According to D �gn
Placed Accordin to Design
Placed According to Desi d _gn
Place, According to. Des-ign
According Desi
P�.aced According to Design
Placed According to Desi
gn
Placed Accord_tn o Des n
Placed Accor j_j
gn
Placed According to Design
0
GEOTECHNICAL EN G I NE EFUNG & MATERIALS TESTING
Page 5
slNThxp1uuNTAiN MATERIALS TESTING, INC
Date
of
Inspection
5/2/96
5/3/96
5/3%95
Location
Inspected
to
9*2
on L 0*0
41to
f
l ev
Cone* Beam from GL
10.0 to 12.0 on p.0;
MW from GL *
an GL Q.0
Meet
Requirements
YES NO
mnmmmmmm&6&�
INVOICE NOis
*, 960119
Placed1#1
Remarks
According to Desi
gn
Placed According to Design
Placed According oign.0-10066
s 7 R a 7 a
GEOTECHNICAL EN JNEEPING 8 M rEFCIALS TESTING
Page