SPECIAL INSPECTIONS PERFORMED COMBINED�Q---Kmzan&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/18/2019
PROJECT #: 09619085
PROJECT: Edmonds-Woodway HS Turf Conversion
LOCATION: 7600 212th Street SW
KA P.M.: Corbett Mercer
Field Data
Concrete: 3310 1 Other:
CONCRETE
REPORT NO.: 09619085CR101819-TR
CONTRACTOR: Wyser
PERMIT #: BLD20180708
INSPECTOR: Taylor Rooney
JURISDICTION: City of Edmonds
WEATHER: Cloudy TEMP: 50 °
Supplier:1 CalPortland Plant No. 1 260 Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
11:15 1 7427 1 93409 4.3 1 4.25 1 71 ° 1 53 °
Location:
Placement Area
Batting cage footing s all pad footings and grade beams in the
sotraaer locker area
Remarks: Placed by pump and boom, mechanically consolidated
Please Refer To Field Repot Number : 09619085DFR1 01 82019TR
Inspector :1 Taylor Rooney
Reported Batch DATA
Cement Type I -I I
Design Actual
MIX No. 10 d3 3310
Cam. Lbs. 5620
F. Ash lbs.
C. Agg. Lbs #57 19040
C. Agg. Lbs
C. Agg. Lbs
Sand lbs 13040
Water 262
Air Ent. I Daraval I 70oz
(oz/cwt.)l r
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 4000 Qa 28 days I Date Specimens Rec'd:
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
10/25/19
7
11/15/19
28
11/15/19
1 28
1
1
11/15/19
28
H
Test Results
Conforming
Remarks:
Results Reviewed By:
Date:
Codes for Break Types:
1
2
j
3
4
5
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report Is prepared for the exclusive use of the client, and may not be reproduced In any format without the written permission of the client and Krazan & Associates. This report Indicates our Inspector's observation and testing results based on site conditions
and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site.
Page 1 of 1
� an&Ass ociate s, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09619085DFR10182019TR-1
DATE: 10/18/2019 Set Count: 1 CONTRACTOR: Wyser Construction
PROJECT #: 09619085 PERMIT #: BLD20180708
PROJECT: Edmonds-Woodway HS Turf Conversion INSPECTOR: Taylor Rooney
LOCATION: 7600 212` Street SW JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 50' F
Inspected reinforcing steel for the batting cage foundation verified all pad footings and the grade beams for the storage area
of the building (grade beams in the batting cage area will be completed at a later date). Reinforcing steel was checked for
size, grade, spacing, lap, count, clearance, and placement. Additionally verified embedded item (anchors bolts). For depth,
template installation, and hardware (nuts/washers). Footings and grade beams appeared to conform to the approved plans
and specifications.
Inspected concrete placement for the batting cage foundation verified all pad footings and the grade beams for the storage
area of the building. CalPortland delivered 24yd3 of approved concrete mix 3310. Footings were placed by pump and boom
and mechanically consolidated. One set of strength test cylinders were cast from this mix. Concrete placement appeared to
conform to the approved plans and specifications.
Reviewed By:
ASTM Test #:
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 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and %razan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
J_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 2, 2019
Mr. Nick Chou (E-Mail)
EDMONDS SCHOOL DISTRICT NO. 15
20420 68t1i Ave. W
Edmonds, WA 98036
RE: CONSTRUCTION TESTING AND INSPECTION
Edmonds-Woodway High School Synthetic Turf Conversion
7600 212''' St. SW
Edmonds, Washington
Dear Mr. Chou,
KA No. 096-19085
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
Corbe W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: DA HOGAN (E-MAIL)
W YSER CONSTRUCTION (E-MAIL)
4303 1981'' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09619085 DFR.doc
Page 1 of 1
�t1C.LL��L1&Associates, Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09619085DFR11262019ZZ
DATE: 11/26/2019 Set Count: CONTRACTOR: W ser
PROJECT #: 09619085 PERMIT #:
PROJECT: Edmonds-Woodway H.S. Turf Conversion INSPECTOR: Zelalem Zerihun
LOCATION: 7600 2121 street SW, Seattle, WA JURISDICTION: City of Edmonds
KA P.M.: Jeffrey S. Mercer WEATHER: Cloudy TEMP: 45' F
Krazan & Associates, Inc. representative visited the above -said project and
performed periodic special inspection for a high strength bolting. We reviewed GRACO
Building System drawings for batting cage structure and determined the type of
approved joints of rigid frames which is Turn -of -the -nut method (pre -marked). We
checked all bolted connections and ensured that the high strength bolts are marked as
A325 as per ASTM. The bolts were pre -marked & turned 1/3 properly and acceptable as
per AISC 360. All plies of rigid frame connections are in contact and no gap seen
around the bolts.
Reviewed By: G
I ASTM Test #: Asset Number(s):
To the best of my knowleci fe, 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 • Tacoma (253) 939-2500
The information provided on this report is prepared for the acclusive use of the client. This report may not be reproduced in any forma[ without the written permission of the client and YG & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.