Community Center Krazan IIiV G.ZM&Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 4/15/2015
PROJECT #: 06615047
PROJECT: Yelm Community Center
LOCATION: 310 SE 2nd Street
KA P.M.: Bill Throne
FIELD
REPORT NO.: 15047DFRO41515-MM
CONTRACTOR: Stetz
PERMIT #: 20140170
INSPECTOR: Martin Mundy
JURISDICTION: Yelm
WEATHER: Sunny TEMP: 55
On site for reinforced concrete inspection.
Contractor placed #5 and #7 epoxy -grouted dowels along 1 Line. The holes were drilled to the
required depth of six inches and brushed and blown clean. Simpson SET -XP epoxy (expiration
date 9/21/16) was used. The epoxy procedure provided adequate coverage of the dowels.
Contractor placed the concrete for the slab -on -grade from A -B/1-2. The reinforcing steel
(size, grade, lap, spacing, clearance) was in place in conformance with the plans. The concrete
was placed by chute and mechanically consolidated. A total of 5.5 cubic yards of concrete
was placed. See report 15047CRO41515-MM for field and compressive strength test results
Reviewed By: UV" ASTM Test #: Equipment/Asset Number(s)
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
S uperintendent/Representative:
Technician:
fit- wt
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 a Puyallup (253) 939-2500
Deis, Field Report Revision 8 Hfleame 0211712017
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Date: 4/15/2015
Project #: 066-15047
Project: Yelm Community Center
Location: 301 2nd Street SE
Krazan PM Bill Throne
Field Data
Concrete:
Supplier. Miles
Concrete Report
gr�wr5 in the ;t v,icra l :ti
,;•:,,,• , ,c: ,;;•�•�:: r y Number, 15047CRO41515MM
Contractor: Stetz Construction
Permit #: 20140170
Inspector: Marty Mundy
Jurisdiction: City of Yelm
Weather: Sunny Temp: 55
Plant No. I 2068 I Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp F Temp F Weight
12:55 1 M077 1 213369 1 - 1 5 1 64 1 55 -
Placement Area
Location SLAB ON GRADE AT GRIDLINES 1-2/A-13
Remarks
Please Refer To Field Repot Number: 150470 FR041515MM
Inspector:1 M.MUNDY
Reported Batch DATA
Cement Type Ill/
Design
El Actual ED
MnxNo.
1250OF 1250OF
Co.. Lbs.
489 494
F. Ash lbs.
122 121
C. Agg. Lbs
1530 1509
C. Agg. Lbs
350 362
C. Agg. lbs
- -
sand lbs
1370 1378
Water
213 213
Admixture
- -
Admbtture
- -
Adm6dure
- -
Air Ent
(Ozf cvL)
- -
Water Added On Job Site
5/13/15 -
(Gals.) 10
Field Test
ASTM Method
C143MX
C138
C1064 C173
C31 OTHER
Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd F411612015
Cyl.
Code
Test FieldWt.
Date Cure
Age Dim.
Area #
Max Comp.
Load Strength
Set Tested Brk
# By Typ
Test Method
ASTM C39 X
1422-1
4122115 -
7 4.00 12.57 -
48280
3840
1 JS 3
ASTM C109
1422-2
5113/15 -
28
-
1
ASTM C617
1422-3
5113/15 -
28
-
1
ASTM C1231 X
1422-4
5/13/15 -
28
-
1
ASTM C1019
1422-5
-
H
-
1
AASHTO-T22
Test Results
Remarks:
conforming
Results Reviewed By:
Date:
Non -conforming
Code For Break
Types:
1
Cone
X
2. Cone
Split
3. Cone
Shear
/
4
Shear
/
5. Columnar
Split
Offices Serving The Western United States Come/. Report Re, 4 Err. 1421-08
The informetien pmVided on this report is pm paled for th..x k hng uea of the okw, and moy not be repleduced In erryfarmetwitteut the written parml�bn of un digin end Kraren & Associate.
iuAlI<LCaGLLl&Associ aces, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 4/28/2015
PROJECT* 06615047
PROJECT: Yelm Community Center
LOCATION: 301 2nd St. SE
KA P.M.: Bill Throne
FIELD
REPORT NO.; 15047DFRO42815-BR
CONTRACTOR: Stetz Construction
PERMIT* 20140170
INSPECTOR: Bruce Ridgley
JURISDICTION: City of Yelm
WEATHER: Overcast TEMP: 56
Krazan and Associates on site for inspection as requested by client.
Reinforcing steel bar inspection for slab on grade and thicken footings between grids 2 through 7 / A through B
3.5 through 4.5 / B through C.
Upon arrival on site met with contractor and reviewed requirements and locations. Reinforcing was observed and
Appeared to be in place and in conformance with project plans and specifications for (Size, Grade, Lap splice, spacing)
DWG 52.01 notes and per RFI #8 and # 28.
Note: Clearances will need to be confirmed before placement of concrete.
Revlewed By:
ASTM Test #:
Equipment/Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Daily Fidd Report ReA8ioa S Eflbcd-021132013
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mKraz�$LAssociate s, Inc. REPORT NO.:
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
15047DFRO42915-BR
DATE: 4/29/2015 CONTRACTOR: Stetz Construction
PROJECT #: 06615047 PERMIT #: 20140170
PROJECT: Yelm Community Center INSPECTOR: Bruce Ridgley
LOCATION: 301 2nd St. SE JURISDICTION: City of Yelm
KA P.M.: Bill Throne WEATHER: Mostly Cloudy T : 54
Krazan and Associates representive on site for inspection as requested by client.
Concrete sampling and testing for slab on grade and thicken footings within slab.
Upon arrival met with contractor and reviewed placement location and requirements. The concrete was observed
Being placed via pump and adequately consolidated. Mix placed this date was #1250OF from Miles. (1) set of 4x8
Cylinders were cast for compressive strength tests. For additional information refer to Krazan concrete report #
15047CRO42915-BR. A total of 57cy placed this date.
Note: Clearances were maintained during concrete placement.
Note: Kitchen area to be placed at another date after reinforcing steel is installed and inspected.
Reviewed By;
To the best of my
ASTM Test #:
Equipment/Asset Number(s):
the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Suped ntendent/ Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Deily Fidd Repon Revision B Eli'edive 02/172013
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QA4Krazm&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 5/4/2015
PROJECT #: 66615047
PROJECT: Yelm Community Center
LOCATION: 301 2nd Street SE
KA P.M.: Bill Throne
FIELD
REPORT NO.: 15047DFRO50415-JB
CONTRACTOR: Stetz Construction
PERMIT #: 20140170
INSPECTOR: J. Blstryski
JURISDICTION: City of Yelm
WEATHER: Overcast TEMP: 61 °
& Associates, Inc. on site as requested for reinforcing steel bar inspection and concrete placement observation,
g and testing at the following locations:
- Kitchen Area — Slab On Grade
arrival on site met with contractor and reviewed plan details and inspection locations. The elements of the
rcement in the locations noted above were visually inspected and found to be in place with the correct size of bars,
.g and clearances as detailed in project plans.
to concrete was Class 3000 from Cal Portland and was observed being placed via truck chute. Consolidation was
rformed using mechanical vibration. Samples were obtained and tested from the point of placement. (1) Set of (5) 4x8
linders were cast for laboratory compressive strength testing. For additional testing information and sampling details,
Krazan Report #15047CR050415-JB.
Reviewed By:
ASTM Test M
Equipment(Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
S uperintendent/Representative:
Technician:
'-). �:s4flsk�
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Dell,• Fidd Rcpmt Revisi°n 9
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Date: 4129/2015
Project #: 066-15047
Project: Yelm Community Center
Location: 301 2nd Street SE
Krazan PM Bill Throne
Field Data
Concrete: F Slab
Supplier: I Mlles
r•;irh„ \ :f :n,rre si�,h-rrlr ti Concrete Report
r' Number: 15047CR0429156R
Contractor: Stetz Construction
Permit #: 20140170
Inspector: Bruce Ridgley
Jurisdiction: City of Yelm
Weather: Mostly Cloudy Temp: 50
Other I -
Plant No. 1 2068 1 Site Mix.-
Slump
ix:Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp F Temp F Weight
10:25 1 68 1 213719 1 - 1 53/4 1 62 52 1 -
Placement Area
Location SLAB ON GRADE AND THICKENED FOOTINGS FOR BUILDING.
Remarks CAST (1) SET OF (5) 4X8 CYLINDERS FROM LOAD #1 (10CY)
76.40LBS OF COLOR ADDED TO MIX PER PLAN. COLOR IS
LISTED UNDER FIRST ADMIXTURE.
Please Refer To Field Repot Number: 15047DFRO42915BR
Inspector: B.RIDGLEY
Reported Batch DATA
Cement Type 1/fl
Design El Actual El
Mix No. 1250OF 1250OF
Cam. Lbs. 489 490
F. Ash lbs. 122 121
C. Agg. Lba 1530 1526
C. Agg. Lbs 350 256
C. Agg. Lbs - -
Sand lbs 1370 1365
Water 246 The 231 lbs
Admixture 7.64 lbs 7.64 lbs
Admixture - -
Admixture -
Air Ent.
(Ozl Cwt.)
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C143
Area
C138
Set Tested Brk
# By Typ
C1064
TX
C173
7 4.00 12.57
C31 OTHER
5020
Laboratory Data Design Strength 3000 At 28 Days Date Specimens Rec'd 4/30/2015
Cyl.
Code
Test Field
Date Cure
A e Dim.
Area
Wt. Max Comp.
# Load Strength
Set Tested Brk
# By Typ
Test Method
ASTM C39 X
1476-1
5/6/15 -
7 4.00 12.57
- 63125
5020
1 MT 3
ASTM C109
1476-2
5/27/15 -
28
-
1
ASTM C617
1476-3
5/27/15 -
28
-
1
ASTM C1231 - X
1476-4
5/27/15 -
128
-
1
ASTM C1019
147&5
-
I H
-
1
AASHTO-T22
Test Results
Remarks:
I conforming
Results Reviewed By:
Date:
S I
Non -Conforming
Code For Break
Types:
1V
Cone
/\
2. Cone
Split
3. Cone
Shear
4
Shear
/
5. Columnar
Split
Offices Serving The Western United States CorxreteReport R.,4 Ee.10-21-0a
The information provided on tHa mpon is prepaired for the exclusive um of the dient, and may not be reproduced in anyformalwithoul tho written pa.-nission of the clan and Kmzan & Aasociatea
anew- i v,�
Date: 5/4/2015
Project* 066-15047
Project: Yelm Community Center
Location: 301 2nd Street SE
Krazan PM Bill Throne
t11t O)J.f vs 1n 4hf cs« -n r.s Concrete Report
F; ; . ,f.,.":_. , ,r,;..v_-,— Number: 15047CR050415JB
Contractor: Stetz Construction
Permit#: 20140170
Inspector: Joe Sistryskl
Jurisdiction: City of Yelm
Weather: Overcast Temp: 61
Field Data
Concrete: F X Other -
Supplier: CalPortland Plant No. 272 Site Mix: C�
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch TempF TempF weight
11:45 1 7638 1 1140731 - 1 41/4 69 1 61 1 -
Placement Area
Location I KITCHEN AREA - SLAB ON GRADE.
Remarks CAST (1) SET OF (5) 4X8 CYLINDERS FROM LOAD #1 (7.25CY)
ADMIXTURE AT RIGHT IS WRDA 64.
Please Refer To Field Repot Number: 15047DFR060415JB
Inspector: J.BISTRYSK[
Reported Batch DATA
Cement Type 1 1/II
Design EKI Actual �X
Mix No. _ 63013 63013
Cem. Lbs. 550 551
F. Ash lbs. - -
C. Agg. Lbs 1960 1953
C. Agg. Lbs - -
C. Agg. Lbs -
Sand lbs 1330 1315
Water 250 lbs 238 lbs
Admixture 15 oz 15 oz
Admixture - -
Admlxture -
Air Ent.
(Oz/Cwt.)
Water Added On Job Site
(Gels.)
Field Test
ASTM Method
C143 X C138
C1064 X C173
C31 X I OTHER
Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 5/5!2015
Co.
Code
Test Field
Date Cure
Age Dim.
Area
Wt. Max Comp.
# Load Strength
Set Tested Brk
# By Typ
Test Method
ASTM C39 X
1502-1
5/11/15 -
7 4.00 12.57
- 61175 4870
1 MT 3
ASTM C109
1502-2
611115 -
28
-
1
ASTM C617
1502-3
611/15 -
28
-
1
ASTM C1231 X
1502-4
6/1/15 -
28
-
1
ASTM C1019
1502-5
-
H
-
1
AASHTO-T22
Test Results
Remarks;
M
Conforming
Results Reviewed By:
a e:
on -Conforming
Code For Break
Types:
1
Cone
2. Cone
Split
3. Cone/
Shear
4
Shear
5. columnar
Split
Offices Serving The Western United States concrete Report Re, 4 Ex. 10-214e
The Wormason provided an Na report is prepalred for the exdu" vee o! rhe diens, and may rpt be reproduced in any formal uidput Uw written p-1wion of the alien and Kmun::..aeodabas
Date: 4/15/2015
Project #: 066-15047
Project: Yelm Community Center
Location: 301 2nd Street SE
Krazan PM Bill Throne
Field Data
Concrete: -
Supplier: Miles
Concrete Report
Number: 15047CRO41515MM
Contractor: Stetz Construction
Permit #: 20140170
Inspector: Marty Mundy
Jurisdiction: City of Yelm
Weather: Sunny Temp: 55
Other
Plant No. I 206B I Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp Temp Weight
12:55 1 M077 1 213369 1 - 1 5 1 64 1 55 1 -
Placement Area
Location SLAB ON GRADE AT GRIDLINES 1 -2/A -B
Remarks
Please Refer To Field Repot Number: 15047DFR041515MM
Inspector : M.MUNDY
Reported Batch DATA
Cement Type I/lI
Design Ell Actual
Mix No. 12500E 1250OF
Com. Lbs. 489 494
F. Ash lbs. 122 121
C. Agg. Lbs 1530 1509
C.Agg.Lbs 350 1 362
C. A99. Lbs - -
Sand lbs 1370 1378
Water 213 213
Admixture - -
AdmixNre -
Admixture -
Alr Ent
(OzirwL} -
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
Age Dim.
C143
X
C138
Tested
By
C1064
LXJ
C173
4/22115 -
C31 I X I OTHER
- 482BO 3840
Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 4!16/2015
Cyl.
Code
Test FieldWt.
Date Cure
Age Dim.
Area
Max Comp.
# Load Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39 X
1422-1
4/22115 -
7 4.00 12.57
- 482BO 3840
1
JS
3
ASTM C109
1422-2
5/13/15 -
28 4.00 12.57
- 71130
5660
1
MT
3
ASTM C617
1422-3
5113/15 -
28 4.00 12.57
- 71180 5660
1
MT
3
ASTM C1231 X
14224
5/13/15 -
128 4.00 12.57
- 70025
5570
1
MT
3
ASTM C1019
1422-5
-
H
-
1
AASHTO-T22
Test Results
Remarks:
X Conforming
Results Reviewed By:
Date:
1
- J
Non -Conforming
Code For Break
Types:
12.
Cone
/ \
Cone
Split
3. Cone
Shear
/
4
Shear
/
5. Columner
Split
Offices Serving The Western United States Comrefe Report Re, 4 Eft. 10-21-0e
The information provided on this report la prepaied for dw a-kAw use of the clard, on) mey rnl be reproduced in airy formetwhhoul the wrdlen permission of the digin and Kreran A Aseod to
Date: 4/29/2015
Project #: 066-15047
Project: Yelm Community Center
Location: 301 2nd Street SE
Krazan PM Bill Throne
r Concrete Report
With OJ!", s in thr We- r.5
Number: 15047CRO42915BR
Contractor: Stetz Construction
Permit #: 20140170
Inspector: Bruce Ridgley
Jurisdiction: City of Yelm
Weather: Mostly Cloudy Temp: 50
Field Data
Concrete: Slab Other -
Supplier: Miles Plant No. 2068 Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp F Temp F Weight
10:25 1 68 1 213719 - 1 5 314 1 62 1 52 1 -
Placement Area
Location ISLAB ON GRADE AND THICKENED FOOTINGS FOR BUIL
Remarks CAST (1) SET OF (5) 4X8 CYLINDERS FROM LOAD #1 (10CY)
76.40LBS OF COLOR ADDED TO MIX PER PLAN, COLOR IS
LISTED UNDER FIRST ADMIXTURE.
Please Refer To Field Repot Number: 15047DFRO42916BR
Inspector: I B.RIDGLEY
Reported Batch DATA
Cement Type I/I
Design
EK] Actual EKI
MIXNo.
1260OF 1250OF
cam. Lbs.
489 490
F. Ash Ibs.
122 121
C. Agg. Lbs
1530 1526
C. Agg, Lbs
350 256
C. Agg. Lbs
- -
E1365
sand lbs
1370
Water
245 lbs 231 lbs
Admixture
7.64 lbs 7.64 lbs
Admixture
- -
Admlxture
- ^
Air Ent.
3
(Ozl owt)
- -
Water Added On Job Site
28 4.00 12.57
(Gals-) o
Field Test
ASTM Method
C143 X C138
C1064 I X 1 0173
C31 X OTHER
Laboratory Data Design Strength 1 3000 At 28 Days Date Specimens Recd 4!3012015
Cyl.
Code
Test Field
Date Cure
Age Dim.
Area
Wt. Max Comp.
# Load Strength
Set Tested
# By
Brk
Typ
Test Method
ASTM C39 X
1476-1
5/6/15 -
7 4.00 12.57
- 63125 5020
1 MT
3
ASTM C109
1476-2
5127/15 -
28 4.00 12.57
- 80855 6430
1 JS
3
ASTM C617
1476-3
5/27/15 -
28 4.00 1 12.57
- 77220 6140
1 JS
3
ASTM C1231 X
1476-4
5/27/15 -
28 4.00 12.57
- 79400 6320
1 JS
3
ASTM C1019
1476-5
-
H
-
1
AASHTO-T22
Test Results
Remarks:
Ad
X Conforming
Results Reviewed By:
a4:
i►—
r
Non -Conforming
Code For Break
Types:
1
Cone
/
2. Cone
Split
3. Cone
Shear
/
4
Shear
/
s. caiumner
Split
Offices Serving The Western Unttea btates Garorete Rad dRev.4 Eff. 10-21-06
The Informarian provided on this rapon is prepetad for tha exclusivm uaa of the talent and may not be reproduced In any former without the wrxlen pennbelon of the than and Kremn & Asa Wtaa