HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-10-28
~
tiFiii6J.;lInformation
1,1:'!!r::. ::-, To Build On
.....An._".. 0 C" ,,,, ,1ffng. n.........
Client:
Address:
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
COMPRESSION REPORT
SPRINGFIELD OFFICE
1040 - A 'Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
Date: October 28, 2009 CCB#176269
B.P. No.: C"'\- 81.\-,
P.O. No.:
Cast By: Devon Hovis
Project No.: 722-90118-19
Proj: N'!me: FMC-DS of Springfield
Location: '304Q Street
Eugene, Oregon
!Load:
Total:
Supplier:
Knife River
Field Test Data
Slump (in,): ASTM C143 4"
Max. Aggr, Size: 3/4"
Air Content: ASTM C231
IIlr Temperature (F): 63"
Material Temp, (F): ASTM C1064 68'
Max Temp (F);
'Min Temo (F\:
Specimen Size: 4xB
Unit Weight (pet): ASTM C13B
Time Cast: 2:15 PM Curing Conditions:
Additives: 30-INK
,
Results Reported To: Contractor
ASTM
"Placement Data: Material: Concrete
4 F1 footings for the P3 pier and 2 F2 footin9s for the P2 pier
Location Sampled At:
same as above
Date Cast: 09/29/09 Date Rec'd: 09/30109
Ticket No.: IMiX No.: Weather:
3443825 2430NE5200 CloUdy
Desi!!n Stren!!th (psi):
Cylinder No.
09.2056
09-2057
09.2058
09.2059
Yardage
1
61/2
required 3,000
Compressive Strength Data ASTM C39 ,
olaced 3,000
Test Date
Field Cure
(days)
Age (days)
10/6/2009
10/27/2009
10/27/2009
Hold
7
28
28
H
.-. '1 ~ Cone (botti'ends) 2: - ConeNertical erac ,s (one end)
Remarks:
cc: '
Lab Cure Diameter or Cross Sect. Area Cylinder WT. Comp_ Strength F t T irl Capping Method
(days) Dimensions (5,1.) (Ibs,) Max. Load (Ibs.)' (psi)' rac ure ype Test Time
(Inches) C617 C1231
6 3,97 12,38 8,6 35,860 2,900 2 3:23 PM X
27 3,98 12.44 8,6 59,310 4,770 3 2:37 PM X
27 3,98 12.44 8.6 57,680 4,640 3 2:41 PM X
H
. .... J
6 ~,Top fractures (same as #5 but end of cylinder is pointed)
Respectfully su mitted,
Pr r ;SSion;,J ice Industries, Inc,
StM!n-E~ilder
Laboratory Supervisor
3 . Columnar 4 - Diagonal w, no craCking at endS
5 -Side fractures (at top of bottom)
New Hope Builders. scott@newhopebuilders,com
City of Springfield
-Th~~~nVl~ ~
- NOV - 5 2009
.::J
.
These results relate only to the specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc,
Kf.-
SPRINGFIELD OFFICE
l"..... tfi!!. _lInformation
~"'.. ToBuildOn
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Client:
Address:
.'Piacement Data:"
Stem walls
COMPRESSION REPORT
,1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
October 23, 2009 CCB#176269
C~ -84.
Jamie Lockwood
New Hope S'uilders
32724 Berlin Road
Lebanon, OR 97355
Project No.: 722-90118-18
Proj. Name: FMC-DS of Springfield
Location: 3040 Street
Eugene, Oregon.
Date:
B.P. No.:
P,O.No.:
Cast By:
Verlyn Bearden
Material: Concrete
Field Test Data
43/4"
3/4"
Slump fin.}: ASTM Cf43
Max. Aggr. Size:
A.ir Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM C1064
Max Temp (F):
Min Temo (F):
Specimen Size:
Unit Weight (pc!): ASTM C138
Time Cast: 1 :45 PM
A.dditives:
Results Reported To:
71"
73"
Location Sampled At:
2' west of northeast corner
Date Cast: 09/24/09 Date Rec'd:
Ticket No.: IMiX No.: Weather:
3460568 2440NE5200
4x8
09/25/09
Yardage
2/10
35
ASTM
load:
Total:
Supplier:
Knife River
Curing Conditions:
Ciear
Contractor
required 4,000
Compressive Strength Data ASTM C39
olaced 4,000
Desi!:ln Strennth (psi):
Cylinder No.
09-2011
09-2012
09-2013
09-2014
,
Test Date
Field Cure
(days)
Lab Cure Diameter or Cross Sect. Area Cylinder WI. Compo Strength F T....
(days) Dimensions (s",) , (Ibs,) Max. load (Ibs.) (psi) facture ype
(Inches) 1\
6 3,99 12.51 8,6 54,690 4,370 1
27 4,00 12,57 8,6 73,575 5,850 2
27 4.00 12,57 8.6 77 ,945 6,210 2
3:46 PM
2:44 PM
2:48 PM
C617 C1231
X
X
I X
Age (days)
Test Time
Capping ~ethod
10/1/2009
10/22/2009
10/22/2009
Hold
7
28
28
H
H
*'~-T --t"one"(bo"th ends)"i-ConeNertical Cracks (one end) 3 - Colurt:lnar 4 - Diagonal w no cracking' at ends 5 _ Side frac ures (at top of bottom)
Remarks:
cc:
New Hope Builders - scott@newhopebuilders,com
City of Springfield
6 - Top fractures (same as #5'butend oi cylinder is pointed)
R~fCtfUIIY su:;;~~ed, .
P; :na/;J;c;ndUSfr;es, Inc,
S en E. ~ilder
Laboratory Supervisor
. ~~~n~~~
o .
OCT 2 7 2009
~
.
These results relate only to the specific samples tested and may not be indicative of other locations, This 'report cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc.
/J~I1iS...Infonnation
...". .
If'!!'.,;, '''''''''' To BUlld On
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Client:
Address:
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No.: 722-90118-25
Proj. Name: FMC-DS of Springfield
Location: 304 0 Street
Eugene, Oreg~m
~
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
Date: October 2~ 2009 CCB#176269
B.P. No.: CCJ-84
P.O. No.:
Cast By: Glenn Meek Jr
COMPRESSION REPORT
RECEIVED
OCT 2 6 2009
ESDIMWMC
.P-Iacemen"t- Data:
'Slab on grade
Material: Concrete
Location Sampled At:
Slab on 9rade 10' south of north end
Date Cast: 10/12/09 Date Rec'd:
Ti;~:~~~~ I M~0~O~~200 Weather:.
--..-
Field Test Data
43/4"
3/4"
.
Yardage
15/10
160
Slump (in,): ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM C1064
Max Temp (F):
Min TemD (Fl:
Specimen Size:
Unit Weight (pct): ASTM C138
-Time Cast: 10:50 AM
------
Additives:
Results ReDorted To:
Contractor
590
66"
4x8
load:
Total:
---
Suppli~r:
Knife River
10/13/09
Clear
Desi!ln Strennth (psi): req,uired 4,000
Cylinder No. Test Date Age (days) Field Cure Lab Cure
(days) (days)
09-2189 10/19/2009 7 6
09-2190 11/9/2009 28 27
09-2191 11/9/2009 28 27
09-2192 Hold H H
Curing Conditions: ASTM
Compressive Strength Data ASTM C39
olaced 4,000
Diameter or
Dimensions
(inches)
4,01
Cross Sect. Ares
(s.L)
Cylinder WT.
(Ibs.)
Camp. Strength F t T .,
(P:SI) rac UTe, ype
Test Time
Capping Method
Max. load (lbs.)
C617 C1Z31
12,63
. 4,~20
x
8.6
62,120
3
2:02 PM
-~Cone ('both'endsf :2 ~ ConeNerti'cafcracks (one end) 3 ~ 'columnar 4 ~ Diagonalw no cracking at ends 5 ~ Side frac ures (at top of be ilom)
Remarks: Set #3
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
~ - Top fractures (same as #5 but end'of cylinder is pointed)
, R~~7sfo~IY sUbm~:n;d
Pr ~al f:Jcustries, Inc,
Seven E, Wilder .
Laboratory Supervisor
,
These results relate only to the specific samples tested and may not be indicative of other locations. This r~port cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc, i
1..ft.~.ZInformation
11:f!,~!.! To Build On
.Ii!!ngIne I , <1,:11 . C_T..,AI6.. -'If" ,,'j",J
Client:
Address:
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Le.banon, OR 97355
RECEIVED
OCT 2 6 2009
ESD/MWMC
Date:
B.P. No.:
P.O. No.:
Cast By:
"P'facemenfOata:
Slab on 9rade
COMPRESSION REPORT
~
SPRINGFIELD OfFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
, October 20, 2009 CCB#176269
C9-~.rl
Project No.: 722-90118-26
Proj. Name: FMC-DS of Springfield
Location: 3040 Street
Eugene, Oregon
Glenn Meek Jr
Yardage
3/10
160
Slump (in.): ASTM C143
,Max. Aggr. Size:
A.ir Content: ASTM C231
lIir Temperature (F):
Material Temp. {FJ: ASTM C106<(
Max Temp (F):
.Min Temp (F):
Specimen Size:
Unit Weight (pc!): ASTM C138
,Time Cast: 10:50 AM
A.dditives:
Results Reported To:
Field Test Data
43/4"
3/4"
Material: .Concrete
Location Sampled At:
35' north of south end
Date Cast: 10/12/09 Date Rec'd: 10/13/09
Ti~~~~~;~ IM~0~~:5200 Weather:
Clear
Desi!,!" Strennth (psi): required 4,000
Cylinder N'o. Test Date Age (days) Field Cure lab Cure
(days) (days)
09-2181 10/19/2009 7 6
09-2182 11/9/2009 28 27
09-2183 11/9/2009 28 27
09-2184 Hold H H
590
66"
4x8
load:
Total:
Supplier:
Knife River
i
Curing Conditions: ASTM
Contractor
-
Compressive Strength Data ASTM C39
olaced 4.000
Diameter or , Cap~ing Method
Dimensions Cross Sect. Area Cylinder WT. Max. Load (Ibs.) Compo Strength F t T - *' Test Time
(Inches) (s",) Ilbs,} (~si) rac ure ype
C617 C1231
8,02 12,69 8,7 64,725 5,100 3 1:51 PM X
.. --..'- . --- - -\ - , ,
"'1 ~ Cone (both ends) 2 - ConeNertical Cracks (one end) 3 - Columnar 4 - biagonal w no cracking at ends
Remarks: Set #1
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
5 - Side frae ures (at top of b{ ttom)
6- Top fr .ctures (same as #5 but end of cylinder is pointed)
. .
, R~S~>>~~UIIY submitted, ,.
, Pr kf ;;~dustries,/nc,
. Seven E, Wilder
Laboratory Supervisor
These results relate only to the
I
specific samples tested and may not be Indicative of other locations, This r~port cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc. J
l....-............~.. '''.' --lInFormation
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Client:
Address:
Project No,: 722-90118-24
Proj. Name: FMC-DS of Springfield
Location: 304 0 Street
Eugene, Oregon
~
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746'-7163 fax
October 20, 2009 CCB#176269
Cq-841
COMPRESSION REPORT
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
RECEIVED
OCT 2 6 2009
ESD/MWMC
Placement Data:
Slab on grade
Material: Concrete .
Location Sampled At:
Slab on grade 25' south of north end
.Date Cast: '1 0/12/09 Date Rec'd: 10/13/09
Ticket No.: IMiX No.: Weather:
3460888 40NE5200' Clear
Des;!!!" Stren!jlth (psi):
~---- .- .. -., ,,- , -., . -
Cylinder No. Test Date
Date:
B.P. No.:
P.O. No.:
Cast By:
Glenn Meek Jr
toad:
Total:
Supplier:
Knife River
Yardage .
13/10
160
Field Test Data
Slump (in.): ASTM C143 4"
Max. Aggr. Size: 3/4"
rAir Content: ASTM C231
Air Temperature (F): 59"
Materia' Temp, (F): ASTM C1064 63"
Max Temp (F):
;Min Temp (Fl":
Specimen Size: 4xB
ynit Weight (pc!): ASTM C138
Time Cast: 10: 15 AM Curing Conditions:
,Additives:
Results Reported To: Contra'ctor
.
.
1
ASTM
required 4,000
Compressive Strength Data ASTM C39
olaced 4.000
Field Cure Lab Cure Diameter or
Age (days) (days) (days) Dimensions
(inches)
"7 6 4,02
28 1 27
28 27
H H
Cross Sect. Area Cylinder WT. Max. Load (Ibs.) Compo ~trength Fracture Type .... Test Time Capping Method
(5.1,) (Ibs.) (~Si)
C617 C1231
12.69 8,8 67,340 5,~10 3 2:06 PM X
5 - Side fra< ;ures (at top of be :tom)
, ,
? - Top fractures (same as #5 but ~nd of cylinder IS pOinted)
, Re!tt~:y SU~~~$t d,
, Pro I ;;.a/f~1 Industries, Inc.
St ven E, WiRter
Laboratory Supervisor
~
09-2185 10/19/2009
09-2186 11/9/2009
09-2187 11/9/2009
09-2188 Hold
** 1 - Cone (both ends) 2 - ConeNertfcal Cracks (one end) '3 -Columri"ar 4 ~ Diagonal wino cracking at ends
Remarks: Set #2
cc: New Hope Builders - scotl@newhopebuilders,com
City of Springfield .
These results relate only to the specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except In full,
without written permission by Professional Service Industries, Inc, :
l ", lIn'Onnation
..~. y<<- .'
II'!"!~. To Build On
.....J:rus....... . C..A fl6.. . Tl.., ."oj'.J,
~
Client:
Address:
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Proj~ct No.: 722-90118-10
Proj.Name: FMC-DS of Springfield
Location: 304 0 Street
Eugene, Oregon
SPRINGFIELD OFFICE'
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
October 14, 2009 CCB#176269
Cc:; - ey,
COMPRESSION REPORT
r
Date:.
B.P, No,:
P.O. No.:
Cast By:
Glenn Meek Jr
Clear.
load:
Total:
Supplier:
Knife River
Yardage
2'/103/4
52
Field Test Data
Slump (in,): ASTM C143 4"
Max, Aggr. Size: 3/4"
Air COfltent: ASTM C231
Air Temperature (F): 820
Material Temp, (F): ASTM C1064 81"
Max Temp (F):
ill in TemD (Fl:
Specimen Size: 4x8
Unit Weight (pet): ASTM C138
Time Cast: 12:50 PM Curing Conditions:
.Additives:
Results Reported To: Contractor
~
-'Placement Data: .
Exterior F oolings
Material: Concrete
Location Sampled At:
Exterior footing at southwest corner
Date Cast: 09/15/09 Oat. Rrr'n:
Ti;:~~~~~ IMi;O~DE:~?no We'~ther~
..~
09/16/09
ASTM
Compressive Strength Data ASTM C39
Desinn Strennth (psi): reouired 3,000 olaced 3.000
Field Cure Lab Cure Diameter Of Cross Sect. Area Cylinder WT. Compo Strength F t T ... Capping Method
Cylinder,No. Test Date Age (days) Dimensions Max. Load (Ibs.) Test Time
(days) (days) (inches) (s.i.) (Ibs.) (psi) rac ure ype
C617 C1~31
I 11:13AM I -
09-1884 9/22/2009 7 1 6 3.99 12,51 8.6 36,060 2,880 5 X
09-1885 10/13/2009 28 27 3.99 12,51 I 8.6 61,495 4,920 3 2:08 PM I X
09-1886 10/13/2009 28 27 4,00 12.57 I 8,6 60,495 4,8.10 2 2:12 PM I X
09-1887 Hold H H 'I
*".1 ~ Cone (both ends) 2 ~ ConeNertical Crac ~s (one end) 3 - Columnar 4' ~ Diagonal wIno cracking at ends 5 ~ Side frac :ures (at lop of bottom)
Remarks: .'
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfieid .
6 - TopfrLctures (same as #5 but end of cylinder is pointed)
f{esfJ'Io~:y sUb~~/~dU
Pn / cal SZ[!~Sfries, Inc.
S"/en E, ier .
Laboratory Supervisor
These resuits relate only to the specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc,
l....~ ;ZInjormation
",~. .To Build On
Engineering . Consulting. Testing
DAILY FIELD REPORT
722-90118-22
Date Performed: October 12, 2009 Report Number:
Client: Jamie Lockwood Project Name:
32724 Berlin Road
Lebanon, Or 97355 Project Location:
P.O. No,: 232235 Permit No.:
Type of Structure: Weather:
Type of Inspection: Reinforced Concrete
I<fCtlVED I:J!,
OCT 2 6 2009
ESD/MWMC
FMC - DS of Springfield
3OL\ Q ~
Eugene, Oregon
CQ-84"1
Clear
Field Observations and Comments
Performed visual inspection of reinforced steel at the following locations: Inspected the .slab on grade reinforcing prior to
placement of concrete. Observed the 7 each simpson tie down straps, ECC 6-6/CB 6-6 installed prior to placement of
concrete, Reinforcing steel was checked for grade, size, lap, placement, and clearances where applicable, Reinforcing
steel was secured using tie wire and supported on concrete dobie blocks, Reinforcing steel was placed in accordance
with latest revisions dated 05-01-09, Performed visual inspection during placement of concrete in the locations listed
above, Concrete was placed by boom pump and mechanically consolidated, Cast three (3) sets of four (4) (4x8)
concrete test cylinders, Contractor was asked to notify our office when additional services are needed,
:rVOR nf Materi'll
Supplier
Mix#
Slump
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total YardaQe Placed
Inspector: Glenn Meek Jr., ICC# 5071538-49
CCB# 176269
~
Knife River
40NE5200
33/4"
35"
60"
7:50 AM
4,000
4
160
SilltZ
Knife River
40NE5201
4"
59"
63"
,10:15AM
4,000
4
~
Knife River
40NE5202
43/4"
59"
66"
1 0:50 A~
4,000
4
'If you have any questions .regarding' this report, please feel free to contact.us at 541-746-9649,
Respectfully SUb~itted, .
fessional SeTl ;ce Ir.:!Jftries, Ine,
\ .IJ/-.. . .
avid Smith' "'-
Branch Manager
cc: New Hope Builders - scott@newhopebuilders.com
City of Springfield .
THIS REPORT IS PROVIDED FOR THE fNFORMA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
,_,,,-.,, " u, ,...". I ,., - ..3, B.ccrr i:; ri:..:"'L, ',':,'T' lOUT 7/ 'L IAlC/'ITE"' ne~'1'S'5''')~1 ("Ie oor.CC<:'<:'J()NIII <:;FRVIf:F INnllC:;TPIF.<:; t.r:; PROHIBITED.
Professional Service Industries, Inc.. 1040-A Shelley Street: Springfield, OR 974'77. Phone 5411746.9649. Fax 541f74~.7163
1_.... 6i!-./Injonnation
'P~~ To Build On
If"".. "",. .~.1Nang
FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
Client: Jamie Lockwood
Address: New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No,: 722-90118-21
Project: FMC - OS of Springfield
Project 304 0 Street
Location: Eugene, Oregon
Equipment: Troxler: 3430 SN: 30016
Date Performed:
P.D.No,:
B.P. No,:
Techni~ian:
Laboratory Soil / Aggregate Data:
Moisture Density Relationship of 126,8Ibs.lcu,ft" at 13.7% moisture, was furnished by ciient, Delta S & G for 3/4"-0 T-99,
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 666 DS 2278)
Test No. Approximate Test location Approximate Test Probe
Elev. Depth
1 Storm drain (6") north end FRG 6"
2 Sewer lines north end FRG 6"
3 Sewer lines north end FRG 6"
4 Sewer lines south end FRG 6"
Wet Density Dry Density Percent
lBS/CU.FT. LBS/CU.FT. Moisture
5 Sewer lines north end FRG 6"
6 Storm drain south end FRG 6~
Tests performed at finished grade and below finished grade of trench backfill,
Tests were reported to Harold (NHB).
Additional Remarks: Compaction with jumpin9 jack-backfill with Kubota KX1213 track-hoe.
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
137.6 131.0
135.6 130.7
124,7 120.5
138.4 131.4
131,0 124,7
139,3 132,7
1040. A Shelley Street ~
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
CCB #176269
October 8, 2009
cq -€HI
Anthony Deluca
5,0
3,7
3,5
5.3
5.0
7,1
Percent Required Comments
Compaction Compaction
103,3 95% NS-Trend
103.1 95% NS-Trend
95.1 95% NW-SE Trend
103,6 95% NS-Trend
98.3 95% EW- Trend
98.7 \1,5% NS-Trend
Respectfully Sub "flItted
rofessional se;;Y~~/~dfftrtes. Inc,
l \ ~'t1L
TH!S REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
IPSjlionf;;:a:~:
.".1.11"", :1"" ",11 .~.Jf".' "j,,;
\&--
SPRINGFIELD OFFICE
COMPRESSION REPORT
Client:
Address:
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No.: 722-90118-18
Proj, Name: FMC-DS of Springfield
Location: 3040 Street
Eugene, Oregon
1040 - A Shelley Street
Springfield, Oregon 97477
. (541)746-9649 - (541)746-7163 fax
October 8, 2009 CCB#176269
C""l-64/
Date:
B,P. No.:
P.O. No.:
Cast By:
Verlyn Bearden
Clear
I Yardage
Load: 2/10
ITotal: 35
Supplier:
Kmfe RIver
Slump ~in.): ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM C1064
Max Tamo IF}:
Min Temp IF):
Specimen Size:
Unit Weight (pc!): ASTM C138
Time Cast: 1 :45 PM
Additives:
Results Reported To:
Field Test Data
43/4"
3/4"
.--...---,.,----
:Placement Data:
Stem walls.
--
Material: Concrete
71"
73"
Location Sampled A.t:
2' west of northeast corner
Date Cast: 09/24/09 I Date Rec'd:
Ti;~:~~~~ I ~~4~~:E5200 IWeather:
4x8
09/25/09
Curing Conditions:
ASTM
Contractor
Desinn Stren!'jth (psi):
required 4,000
Compressive Strength Data ASTM C39
olaced 4,000
, Cylinder No. Test Date
Field Cure lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength F t T ... Capping Method
Age (days) Dimensions Max. Load (Ibs.) Test Time
(days) (days) (Inches) (s.i.) (Ibs,) (psi) rac ure ype
C617 C1231
7 1 6 3,99 12.51 8,6 54,690 4,370 3:46 PM X
09-2011 10/1/2009
09-2012 I 10/22/2009 28 27
09-2013 I 10/22/2009 28 27
09-2014 I Hold H 1 H I
:."1' - Cone"'(boh,- ends)" :;(~ ton~NeiticalCracks (one endi 3-. Cofum"nar- 4 - Diagonal wIno cracking at ends
Remarks:
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
5 - Side frac ures (at top of bottom) 6 - Top fractures (same as #5 but end of cylinder is p~inled)
Rerffe tfully subrr itted, .
Pro ional se'l ce Industries, Inc,
. quJ ~
Steven E, Wilder
Laboratory Supervisor
-
These results relate only to the specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc,
.ft~..l Information
l~.... ToBuildOn
~
SPRINGFIELD OFFICE
COMPRESSION REPORT
Client:
Address:
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No.: 722-90118-19
Proj. Name: FMC-DS of Springfield
Location: 304 0 Street
Eugene, Oregon
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
October 8, 2009 CCB#176269
Cq-B4"
...."1.1 h
. 1,111. C'IO.,,"'" "",. -l'L".",j,,1,;
Date:
B.P. No.:
P.O. No.:
Cast By:
Devon Hovis
Cloudy
Yardage
Load: 1
Total: 6 1/2
IsuPPlier: .
Knife River
Field Test Data
Slump (in.): ASTM C143 4"
Max. Aggr, Size: 3/4"
Air Content: ASTM (:231
Air Temperature (F): 630
Material Temp; (F): ASTM C1064 68Q
Max Temp (F):
Min Temp (F):
Specimen Size: 4xS
Unit Weight (pet): ASTM C138
Time Cast: 2:15 PM Curing Conditions:
Additives: 30-INK
'Results Reported To: Contractor
ASTM
,Placement D~ta: . . "Mate-ria"!; Ccmcrete'
4 F1 footin9s for the P3 pier and 2 F2 footin9s for the P2 pier
Location Sampled At:
same as above
-Date Cast:
Ticket No.:
3443825
-=-.,____ . ._.__o._u.
09/29/09 Date Rec'd:
IMiX No.: Weather:
2430NE5200
09/30/09
Design S!re_nnt.h (p~i):
required 3,000
Compressive Strength Data ASTM C39
Dlaced 3,000
Cylirlder No.
Test Date
Field Cure Lab Cure Diameter or
Age (days) (days) (days) Dimensions
(inches)
7 6 3,97
28 27
28 I 1 27 I
H I H I
Cross Sect. Area Cylinder WT. Max. Load (Ibs.) Compo Strength Fracture Type.- Test Time
(s.!.) (Ibs.) (psi)
Capping Method
09-2056
C617 C1231
10/6/2009
12,38
8,6
35,860
2,900
2
3:23 PM
x
09-2057 10/27/2009
09-2058 10/27/2009
09-2059 Hold
__ n_ _ __ ___, .__"" "" _.__, , ,. ,. , ~ ..
.... 1 - Cone (both ends) 2 - ConeNertical Cracks (one"end) "j _ Columnar
Remarks:
cc:
-4 - Diagonalwjno cracking at ends "5 - Side trac ures (at top of bottom)
6 - Top fractures (same as #5 but end of cylinder is pointe9)
~tfUIlY submitted,
p SS;~I t::.ndUSfr;es, Inc,
ven ,~er
Laboratory Supervisor
New Hope Builders - scott@newhopebuilders,com
City of Springfield
These results relate only to the specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except in full,
without written permission by Professional Service Industries, Inc,
.n"~.jjllnformation
1.f-1!~1! 1b Build On
...' "." ., . CoMufIfnsr . 1loGfIns
FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
1040 - A Shelley Street ~
Springfield, Oregon 97477
(541)746-9649. (541)746-7163 fa,
CCB #176269
Client: Jamie Lockwood
Address: New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No.: 722-90118-20
Project: FMC - OS of Springfield
Project 304 0 Street
Location: Eugene, Oregon
Equipment: Troxler: 3430 SN: 61175
Date Perform~d:
P.O. No.:
B,P. No.:
Technician:
,
October 2, 2009
CG-8L1'1
Veriyn Bearden
Laboratory Soil / Aggregate Data:
Moishire Density Relationship of 126.8Ibs./cu.ft., at 13.7% moisture, was furnished by client for 3/4"-0 1-99.
(
I
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 699 OS 2868)
Test No.
Approximate Test Location
Approximate Test Probe Wet Density Dry Density Percent Percent Required Comments
Elev. Depth LBS/CU.FT. LBS/CU.FT, Moisture Compaction Compaction
FRG I 6" 133,6 128.1 4.3 101.0 Room 123
-
FRG I 6" 139,3 132:7 4,9 Room 128
Sewer Jines
2 Sewer lines
Tests performed at finished graade and at listed locations above.
Tests were reported to Contractor.
cc: New Hope Builders - scolt@newhopebuilders,com
City of Springfield
RECEIVED
OCT 2 6 2009
ESD/MWM~
THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT aNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. I
....~.J Information
1~~.~~I.ToBuild On
1IfngIne. , I,,, . c~~~r..._ 0 y,-." "d'.J
. COMPRESSION REPORT
~
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
Date: October11009 CCB#176269
B.P. No.: Cq~e.4
P.O. No.:
Cast By: Glenn Meek Jr
Client:
Address:
Placement Data:
Exterior Footin9s
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No.: 722-90118-10
Proj. Name: FMC-OS of Springfield
Location: 304 Q Street
Eugene, Oregon
Material: Concrete
Field Test Data
Slump (in,): ASTM C143 4"
,Max, Aggr, Size: 3/4"
A.ir COfltent: ASTM C231
lIir Temperature (F): 82"
Material Temp. (F): ASTM C1064 810
Max Temp (F):
:Min Temo (F\:
Specimen Size: 4x8
Unit Weight (pet): ASTM C138
,Time Cast: 12:50 PM Curing Conditions:
Additives:
Results Reported To: Contractor
ASTM
Location Sampled At:
Exterior footing at southwest corner
"Date Cast: 09/15/09 Date Rec'd: 09/16/09
Ti;:~~~~~ t~0~o~:5200 Weather: Clear
koad:
Total:
Supplier:
Knife River
Yardage
2/103/4
52
Oesirln Strennth (osil:
required 3.000
Compressive Strength Data ASTM C39
olaced 3,,000
Cylinder No.
09-1884
09-1885
09-1886
09-1887
TeslDate
Field Cure
(days)
Lab Cure Diameter or Cross Sect. AreC! Cylinder WT. Compo Strength F t T ..... Capping Method
Dimensions Max. Load (Ibs.) Test Time
(days) (Inches) (s,L) (Ibs.) (p.sl) rac UTe ype
C617 C1231
6 3,99 12,51 8.6 36,060 2,880 5 11:13AM X
A.ge {days)
9/22/2009
10/13/2009
10/13/2009
Hoid
7
28
28
H
27
27
H
--.- --- ,- -.. ----. - - -.- .. I \.
.... 1 - Cone (both ends) 2 - ConeNertical Cracks (cmeend) 3 - Columnar 4 - Diagonal wIno cracking at ends
Remarks: "
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
5 ~ Side.fracllres (at top of b~ Itom)
6 - Top fractures (same as #5 but end of cylinder is pointed)
Re;!I/to~IY submitted, .
prxiA7z;J~stries, Inc,
Sleven E, Wilder
Laboratory Supervisor
These results relate only to the specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except in full;
without written permission by Professional Service Industries, Inc.
l ~~;lInformation
"..,. .TO Build On
Engineering. Consulting. Testing
~
DAILY FIELD REPORT
Date Performed:
Client:
September 29, 2009
Jamie Lockwood
New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Report Number:
722-90118-16
Project Name:
FMC-DS of Springfield
304 Q Street
Eugene, Oregon
Project Location:
Contractor:
Fabricator:
Type of Inspection:
Reinforcing Steel/Concrete Forms
Building Permit No,:
Shop! Field:
Weather:
CCl-841
Field
Overcast
Field Observations and Comments
Performed visual inspection of reinforcing steel and anchor bolts at the following locations: Trellis footings on the west
side of the building, Column footings for the drive up canopy on the south end of the building, Reinforcing steel was
checked for grade, size, lap, piacement, and clearances where applicable. Reinforcing steel was secured using tie wire
and supported on concrete dobie blocks, Reinforcing steel was placed in accordance with approved design drawings
and sDecifications,
Inspector: Steve Wilder
eBB #176269
If you have any questions regarding this report, pi ease feel free to contact us at 541-746-9649,
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
. THIS REPORT IS PROVIDED FOR THE fNFORMA TION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD.
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRfTTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industri~S, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746.9649. Fax 541/746-7163
l..~ ;ZInjormation
floiJI. .70 Build On
Engineering. Consulting. Testing
~
DAILY FIELD REPORT
Date Performed: September 29, 2009 Report Number: 722-90118-15
Client: Jamie Lockwood Project Name: FMC - OS of Springfield
32724 Berlin Road 3c4Q~
Lebanon, Or 97355 Project Location: Eugene, Oregon
P,O. No,: 232235 Permit No.: C..ol- 8l.l'"1
Type of Structure: Weather: Cloudy
Type of Inspection: Reinforced Concrete
Field Observations and Comments
As directed by client, continuous inspection during placement of concrete was not required at the following locations: 4
F1 footings for P3 piers and 2 F1 footings for the P1 pier, Concrete was placed by chute and vibratory consolidated,
Cast one (1) set of four (4) (4x8) concrete test cylinders, Contractor was asked to notify our office when additional
services are needed, To the best of our knowledge, the work inspected above was in accordance with the building
department approved design drawings, specifications, and applicable workmanship provisions of the International
Building Codes.
Iyn..nflll\i!1lllial
Supplier
Mix#
Slump
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total Yardape Placed
Inspector: Devon Hovis
CCB# 176269
Sltl.1tl
Knife River
2430NE5200
4"
63"
68"
2:15 PM
3000
4
6.5
If you have any questions regarding this report, please feel free to contact us at 541-746-9649,
Respectfully SU,~~:~d,
~essiOnal~e[tltries, Inc.
~~
Branch Manager
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
THISR.:;,......'.d ,.;, ,."....,.......:......, ....:, ",.::: ""...... ,...,......-......." .,._ ':'_.::f'ff '::._",: :-;:~ :.':.-,-:':.JUCT:O:. or TI:,S f'\:~S:::::-, S':/.'.":,"':~'
'93, "'9 :rs T.'I/"[;'(';;,"1:.. 7=9" T' "C]f)
PAkfo/w!8W~iYJ~b!eg~l'tlii%l~,Cwlt!{g8trJig~!Ir1J!J.tPbRfjl!f_'(j~,PillJF%s~7d'NAf~MW~: ~g1\fu7t63
l...~;z Information
fI~. .TO Build On
Engineering. Consulting. Testing
~
DAILY FIELD REPORT
Date Performed: September 24, 2009 Report Number: 722-90118-13
Client: Jamie Lockwood Project Name: FMC - OS of Springfield
32724 Berlin Road ~Q~.
Lebanon, Or 97355 Project Location: Eugene, Oregon
P.O. No.: 232235 Permit No.: CC\-541
Type of Structure: Weather: Clear
Type of Inspection:. Concrete
Field Observations and Comments
Reinforcing steel was previously inspected on 9/23/09, As directed by contractor, continuous inspection during
placement of concrete was not required at the following locations: stem walls. Concrete was placed by pump and
mechanically consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders, Contractor was asked to notify our
office when additional services are needed, To the best of our knowledge, the work inspected above was in accordance
with the building department approved design drawings, specifications and applicable workmanship provisions of the
International Building Codes,
Tvoe of Material
Supplier
Mix#
Slump
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total Yardage Placed
.Inspector: Verlyn Bearden
CCB# 176269
Silltl
Knife River
2440NE5200
43/4"
71"
73"
1 :45 PM
4,000
4
35
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Sub itted,
~;:f~i /ndu~/nc.
J~mith /; \
Branch Manager
cc: New Hope Builders - scott@newhopebuilders,com
City of Springfield
THIS RC".Jn, '~'-"\JVIV"'.lJ ,un In<=. ".,..-....,,,,,,,,, , 'v,. vr ,,~r..; ......'-....;n' 1..',...../. ",,_ I\....rf,"'............."'-',. ,",,- ;-,,,':' .tE,-:",-,.,~, ~,., ..,~,.,.:),
A"B ,73 T,b!."31.,,ffA.... -,-':' n ;-, ,,,,,)
PAhw~'!,V'~'),n.,J.,~flj:~Bg~~\~e?uir,c.;,J,9gM-,\jbIW~Yfi!lfP'tR&lSgRll9'IJ~,,\!5W1t7dNAf~g)\r,I~~ li7D'lfsWiMJ,: 1&%~j,lBfti;7163
L . ,-""" -IInl'onnation
~liE!'. y< "
~~., 1bBuild On
...., '."',1 ,,:ew.uIUns.~
FI~LD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
Client: Jamie Lockwood
Address: New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No,: 722-90118-12
Project: FMC - OS of Springfield
Project 304 Q Slreet
location: Eugene, Ore90n
Equipment: Troxler: 3430 SN: 28693
Laboratory Soil / Aggregate Data:
Moisture Density Relationship of 126.8Ibs./cu.ft., at 13.7% moisture, was furnished by client for 3/4"_0 T-99.
Moisture DensityRelationship of 130.6Ibs./cu.ft., at 1.1% moisture, was furnished by client for 1%"-OT-99.
Date Performed:
P.O. No.:
B.P. No.:
Technician:
Test No.
Approximate Test
Elev.
Field Density Tests: Nuclear Method (ASTMD2922)(ASTM D3017)(Standard Count: MS 683 DS 2663)
Probe Wet Density Dry Density
Depth LBS/CU,FT, LBSICU,FT.
Approximate Test location
1 Light pole ditch FRG 8" 143,2
2 Water line ditch FRG 8" 129,5
3 Waterline ditch -11/2' FRG 8" 139,3
Tests performed at finished 9raade and below finished grade of trench backfill at listed locations above.
Tests were reported to Delta Sand and Gravel.
CC: New Hope Builders - scott@newhopebuilders,com
City of Sprin9field
1040 - A Shelley Street ~
Springfit~ld. Oreg?~ 97477
(541)746-9649 - (541)746.7163 fa,
CCB #176269
September 23, 2009
cC\-e4,
Anthony Deluca
Percent Percent Required
Moisture Compaction Compaction
103,9
122.4
124,9
Comments
9.4
5,8
8.4
103.2 95% 3/4"-0
96.5 95% 3/4"-0
98.5 95fA> 3/4"-0
Respectfully 'SUb4~~~
) fessional ~rv~les, Inc,
THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO ATHIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT THE WRiTTEN
. PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
L "'~;l Information
",..,. ,To Build On
Engineering. Consulting. Testing
'dL
DAILY FIELD REPORT
Date Performed: September 22, 2009 Report Number: 722-90118-11
Client: Jamie Lockwood Project Name: FMC-DS of Springfield
New Hope Builders
32724 Berlin Road Project Location: 304 Q Street
Lebanon, OR 97355 Eugene, Oregon
Contractor: Building Permit No.: C,c\- 84,
Fabricator: Shopl Field: Field
Type of Inspection: Reinforcing Steel Weather: Clear
Field Observations and Commants
Performed visual inspection of reinforcing steel boits at the following locations: exterior stem wall. Reinforcing steel was
checked for grade, size, lap, placement, and clearances where applicable, Reinforcing steel was secured using tie wire
and supported on concrete dobie blocks, Additional Comments: Revised stamped typical exterior wall to follow
from engineer (detai/1R/400), Contractor was asked to notify our office when additional services are needed, To the
best of our knowledge, the work Inspected above was in accordance with the building department approved design
drawinqs, sDecifications, and apelicable workmanship provisions of the International Buildinq Codes,
Inspector: David Smith, ICC# 0877340-85
CBB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Su
ofessional Se
l
itled,
'c~Wies, Inc,
~
David Smith
Branch Manager
cc: New Hope Builders - scotl@newhopebuilders,com
City of Springfield
. THIS REPORT is PROVIDED FOR THE INFORMA TION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY. BY ANY MEANS. EXCEPT IN FULL WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.- 1040-A Shelley Street. Springfield, OR 97477. Phone 5411746-9649 . Fax 541/746-7163
l...~ ;ZInjormation
",~. .To Build On
Engineering. Consulting. Testing
k1Lr
DAILY FIELD REPORT
Date Performed: September 15, 2009 Report Number: 722-90118-7
Client: Jamie Lockwood Project Name: FMC-DS of Springfield
New Hope Builders
32724 Berlin Road Project Location: 304 Q Street
Lebanon, OR 97355 Eugene, Oregon
Contractor: Building Permit No,: cQ-84'1
Fabricator: Shopl Field: Field
Type of Inspection: Reinforcing Steel Weather: Clear
Field Observations and Comments
Performed visual inspection of reinforcing steel bolts at the following locations: Perimeter footings, Reinforcing steel was
checked for grade, size, lap, placement, and clearances where applicable, Reinforcing steel was secured using tie wire
and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with approved design drawings
and specifications, Contractor was asked to notify our office when additional services are needed, To the best of our
knowledge, the work inspected above was in accordance with the building department approved design drawings,
specifications, and applicable workmanship provisions of the International Buildinq Codes,
Inspector: David Smith, ICC# 0877340-85
CBB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649,
Respectfully SUt~~ted, .
rofessional s: ~e 'ntRries, Inc,
)avid Smith
Branch Manager
THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY. BY ANY MEANS. EXCEPT IN FULL WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED.
Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649. Fax 541/746-7163
l ~~;lInformation
",~. .To Build On
Engineering . Consulting . Testing
~
. DAILY FIELD REPORT
Date Performed: September 15, 2009 Report Number: 722-90118-6
Client: Jamie Lockwood Project Name: FMC - OS of Springfield
32724 Berlin Road m-t Q fn-.
Lebanon, Or 97355 Project Location: Eugene, Oregon
P.O. No,: 232235 Permit No.: CP, - 64""l"
Type of Structure: Weather: Clear
Type of Inspection: Reinforced Concrete
Field Observations and Comments
Performed visual inspection suring placement of concrete in the following locations: Inspected and tested concrete
placed in the exterior footings, Reinforcing steel was placed in accordance with latest revisions dated 9/14/09, Concrete
was placed by boom pump and mechanically consolidated. Cast one (1) set of five (4) (4x8) concrete test cylinders.
Contractor was asked to notify our office when additional services are needed,
Tvoe of Mmrial
Supplier
Mix#
Slump
Air Content
Ambient Temperature
Material Temperature
Time Placed
Design Strength (psi)
Number of Samples
Total Yardage Placed
Inspector: Glenn Meek Jr, Ice #5071538-49
CCB# 176269
.set1I.1
Knife River
30NE5200
4"
82"
81"
12:50 PM
3000
4
52
If you have any questions regarding this report, please feel free to contact us at 541-746-9649,
Respectfully su~~tted,
frofessio s~ Je Inff1ies, Inc.
David Smith
Branch Manager
cc:
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE C/,../ENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
,. r"p;~f~~~i~~;iS~;~;~'ln.cd-~;t;i~;~~~~'.' '1'040-A 'Sh~II'~Y St'r~~t"~"S~P~'i~gf;!ci:' O~ ':g~~4~7':~ P"h-~.~'~~5~ 1n46~964g' ;~F~~4'1n46~ 7163
ri~;lInformation
ll!!"~,. To Build On
.~..._.~.~
FIELD DENSITY REPORT
SOIL AND SOIL-AGGREGATE
Client; Jamie Lockwood
Address: New Hope Builders
32724 Berlin Road
Lebanon, OR 97355
Project No.: 722-90118-4
Project: FMC - OS of Springfield
Project 304 Q Street
Location: Eugene, Ore90n
Equipment: Troxler: 3430 SN: 61175
Date Performed:
P,O,No,:
B.P. No,:
Technician:
Laboratory Soil / Aggregate Data:
Moisture Density Relationship of 98.0Ibs.lcu.ft., at 22% moisture, is from our report #722-90118-7 dated for 9/24109 for Brown,Silty Clay.
Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 693 DS 2848)
Test No.
Approximate Test Location
Exterior Footings
Probe Wet Density Dry Density
Depth LBS/CU.FT. lBS/GU.FT.
Approximate Test
Elev.
1
2
3
4
See attached drawing for locations
See attached drawing for locations
See attached drawing for locations
10"
FG
FG
FG
10"
10"
125.4 118,0
128.0 120,9
92,0 79,7
92.2 80,3
95.3 82.5
94.3 81.9
95.0 83,5
See attached drawing for locations
See attached drawing for locations
FG
FG
FG J 10"
7 ,See attached drawing for locations I FG 10"
Tests performed at'finished graade of native material under strip footings at listed locations above,
Tests were reported to Hareid with New Hope Builders,
Remarks: Test 1 and 2 mixed with bar run material,
10"
5
10"
6
See attached drawing for locations
cc: New Hope Builders - scott@newhopebuilders,com
City of Sprin9field
~
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fa>
cee #176269
September 9. 2009
CC\-B41
Glenn Meek Jr
Percent Percent Required
Moisture Compaction Compaction
Comments
6.3
5.9
15.4
14,9
15.6
15,2.
13,6 85,3 92,0~i')
Respectfully Submilled
~ssional se~icl>1e5' Inc,
6d~~
Branch Manager
120.4 92.0%
123.4 92.0%
81.3 92.0%
81.9 92.0%
84,2 92,0%
83,6 92.0%
RECEIVED
OCT 1 4 1009
THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CUENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.