Special inspection report.pdf1= AMR
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GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
September 11, 2017
Mr. John Murphy (E-Mail)
MURPHY BUILDING COMPANY, INC.
6203 202nd Street SW
Lynnwood, WA 98036
RE: COMPRESSIVE STRENGTH TEST RESULTS
Petschl Residence
751 Northstream Lane
Edmonds, Washington
Dear Mr. Muprhy,
KA No. 096-17232
Permit No. BLD2017-0352
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
P�LLL
Jeffrey S. Mercer
Operations Manager
Pacific Northwest Division
JSM/lkj
CC: CITY OF EDMONDS
CROSS2DESIGN GROUP (E-MAIL)
FRANKLIN PACIFIC STRUCTURAL (E-MAIL)
RECEIVED
,�FP 18 2017
L)WI ION
4303 198`h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09617232 BRK doe
I< j- 7at� CONCRETE
Gll� & A s s o c i a t e s, I n c. REPORT NO.: 17232CR081017-HK -1
Geotechnical Engineering is Environmental Engineering
Construction Testing and Inspection
DATE: 8/10/2017 CONTRACTOR: Murphy Building Co.
PROJECT #: 09617232 PERMIT #: BLD 20170352
PROJECT: Petschl Residence INSPECTOR: Hyung Kim
LOCATION: 751 Northstream Lane, Edmonds JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 77 °
Field Data
Concrete: 01600 1 Other:
Supplier: Mlles Plant No. 1 125 j Site Mix: �J
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight
2:35 PMj C057 1 194447 5-1/2 1 767 77 °
Location:
Placement Area
New Continuous Footings @ Garage Area
Remarks: A set of 5, 4x8 cylinders were casted for laboratory assessment.
Placed by pump truck and manually consolidated. No Batch weight
provided from ticket. Added Glen.7500 on -site about 1/4 gal.
Please Refer To Field lie pot Number: 09617232DFR8102017HK
Inspector :I HK
Reported Batch DATA
Cement Type
Design Actual
Mix rde 01600'1 01600
Cam Los
F Ash Ib5
C Agg Lb!
C Agg Lb!
C AN
Sand
Water
Admixture
Admixture
Admixture
Air Ent
( Cz I cwl )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C143 C138
C1064 C173
C31 Other
Laboratory Data Design Strength: 4000 psi @ 28 days I Date Specimens Rec'd: 1 8/11/2017
Cyl,
Code
Test
Date
Field
Cure
Age
Dim.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Birk
Typ
Test Method
ASTM C39
59580-1
8/17/17
7
4x8
12.56
44070
3510
1
CD
2
ASTM C109
59580-2
9/7/17
28
4x8
12.56
-
60060
4780
1
CD
2
ASTM C617
59580-3
9/7/17
28
4x8
12.56
62380
4970
1
CD
1
ASTM C1231
59580-4
9/7/17
28
4x8
12.56
60710
4830
1
CD
1
ASTM C1019
59580-5
9/7/17
28
4x8
12.56
61300
4880
1 1
CD
3
OTHER
Test Results
Remarks:
Results Reviewed By:
Date:
Conforming
Codes for Break Types:
1
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2
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3
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4
I
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5
6
Offices Serving The Western United States
Concrete Report
Lynnwood (425) 485-5519 is Poulsbo (360) 598-2126 is Puyallup (253) 939-2500
The Information pravided m Ihlc reW is prepared for the exclu,We use of the ciienl, and may nd be reproduced in any formal without the weillty permlesbn of the cknl aM Krer n 6 Aesacieles This report Indicates our inspector', obs llm and t Wing recalls Eased w site wndd .
and wnlractm aGWilies Thin info anon Is subject to review prior to nml submitlal By slgni g this report, our Inspedor fines nd ecwpt responsibility fa validity of results Tho creme informality has been W Wded by dhers m site