HomeMy WebLinkAboutWellhouse, Control Bldg Concrete and Field Report - BLD Engineering / Geo-tech Reports - 4/18/2002 KraZan & ASSOCIATES., INC .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 18,2002 KA Project No.: 106-02008
Belfair Water District
Mr.Jerry Hukill
P.O. Box 563
Belfair, WA 98528
RE: Belfair Wellhouse,Control Building/Belfair,WA
Dear Mr.Hukill:
In accordance with your request and authorization,the following test data are presented on the following reports,
which are enclosed:
February 15 Concrete Report No. 2630
March 3 Field Report No. 5932
Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable.
If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office.
Respectfully submitted,
l.�
Penn Seely,Laboratory Manager
Peninsula Division
PS Jm
Enclosures
Cc: Mason Cty.Building Dept.—Mr.Lary Waters
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APR232M2
�• ,� COMMUNITY DEIIELQPIVIEN�
With Eleven Offices Serving The Western United States
20714 State Hwy. 305 NE,Suite 3C 9 Poulsbo,Washington 98370•(360)598-2126 9 Fax: (360)598-2127
Krazan &Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370.(360)-598-2126
Project No. 106-02008 Cyl.Code P3005 Pour Date 2-15-2002 Report No. 2630
Weather CLEAR Jurisdiction MASON COUNTY Permit No.
Project BELFAIR WATER DISTRICT Engineer
Location HWY 3, NEAR BELFAIR, WA Architect
Client Contractor MASONRY ASSOC.
Field Data Site Mix Reported Batch Data
supplier KITSAP READY MIX Plant No. Cement Type TILBURY I
Concrete Mortar Grout X Flex Beams
Design Actual X
Prisms Grouted Ungrouted Other Mix No. 570A30
Conc. Air cam.lbs. 661
Temp. Temp. Unit F.Ash lbs. -
Time Truck# Ticket# %Air Slump (F) (F) Wt.
8:20 223 41213 - FLUID 55 35 - C.agg.lbs. -
C.agg.lbs.2 SAND 995
C.agg.lbs.3 1062
Sand lbs. 1083
Placement Area water 19.4 gal.
Admixture POLY 40.1 oz.
� Footings Walls X Columns Grade Beams
Other -
Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) 7.1 oz.
Grids CONTROL HOUSE WALLS TO FIRST BOND BEAM.
REINFORCEMENT PER NOTES/DETAILS, SHEET 3. Water Added on
Job(gals.) 10
Remarks PLACED BY PUMP, CONSOLIDATED BY Items Inspected
VIBRATION. X Conforming
3.25 CYDS PLACED. W/C = 0.46.
Inspector P. SEELY Reviewed By Z Non-Conforming
Laboratory Data Design Strength 2000 Date Specimens Rec'd. 18 FEB 02
Cyi. Test Dia Length Max. Comp. Tested Break Test Method
Code Date Age Dim. Area Load Str.(psi) Set# By Type
P3005-1 2/22/2002 7 4X4X8 17.64 43520 2,470 JLM 1 ASTM C39
P3005-2 3/15/2002 28 4X4X8 14.88 40810 2,740 TR 2 C-1231
P3005-3 3/15/2002 28 4X4X8 15.50 43620 2,810 TR 2 Other C1019
P3005-4
P3005-5 Compressive X
P3005-6 Flexural
P3005-7
P3005-8 Test Results
X Conforming
Remarks REFERENCE: FR# 5131 Non-Conforming
Results Reviewed By Date Reviewed
Codes for Break Types: 1.ConeF] 2.Cone&Split 3. Cone&Shear 4.Shear 5.Columnar(Split)
I i
& Associates , Inc .
FIELD REPORT NO: 5932
KraZan
GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES I WETLANDS
DATE:���1,1 CONTRACTOR:
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To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements.
Super!ntendent/Representative: Technician:
xvi
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