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Home My WebLink AboutWater Dist. #1 Pressure Zone #2 Water Storage Tank Concrete Report - BLD Engineering / Geo-tech Reports - 7/1/2002 " Krazan & A S S O C I A T E S INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 1, 2002 KA Project No.: 106-02015 T. Bailey, Inc. Ms. Bonnie Brodie 12441 Bartholomew Rd. Anacortes, WA 98221 RE: Belfair Water Dist.#1, Pressure Zone#2, Water Storage Tank/Belfair, WA Dear Ms. Brodie: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: April 2 Concrete Report No. 2782 April 2 Concrete Report No. 2783 April 2 Concrete Report No. 2784 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, Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc: Mason Cty.Bldg.Dept.—Mr.Larry Waters Belfair Water Dist.- Mr.Jerry Hukill RECEIVED JUL 0 8 2002 426 W. CEDAR STlI With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C 0 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. 106-02015 Cyl. Code P3180 Pour Date 4-2-2002 Report No. 2782 Weather O'CAST Jurisdiction MASON COUNTY Permit No. COM 2002-00007 Project BELFAIR ZONE 2 TANK Engineer Location BELFAIR, WA Architect Client Contractor T. BAILEY INC. Field Data Site Mix Reported Batch Data Supplier FRED HILL Plant No. 4 Cement Type TIL 1 - II j Concrete X Mortar Grout Flex Beams i Design Actual jl Prisms Grouted Ungrouted Other Mix No. ND6000PT Conc. Air Cem.lbs. 653 Temp. Temp. Unit F.Ash lbs. 101 Time Truck# Ticket# %Air Slump (F) (F) wt. 8:15 58 42997 --- 5.5 58 55 C.agg.Ibs. C.agg.lbs.2 3/8 595 C.agg.lbs.3 7/8 1383 Sand lbs. 1135 Water 20.7 GAL Placement Area ! Admixture POLY 38.0 OZ . j Footings X Walls Columns Grade Beams other RHEOB 29.4 OZ Slab/Deck Slab X Pilings Other j iAir Ent.(oz/cwt.) .11 OZ Grids FOOTING/SLAB FOR WATER TOWER. Water Added on Job(gals.) 0 Remarks PLACED BY PUMP/BOOM. VIBRATED. RESTEEL PREVIOUSLY INSPECTED. ! Items Inspected SAMPLED 40/342 CY W/C=0.26 X Conforming Inspector J. GORDON Reviewed By Non-Conforming Laboratory Data Design Strength 6000 Date Specimens Rec'd. 3 APR 02 Cyl. Test Dia Length Max. Comp. j Tested Break Test Method Code Date Age Dim. Area Load Str. 'psi) set# y Type P3180-1 4/9/2002 7 4X8 12.57 64670 5,140 TR 1 j ASTM C39 X P3180-2 4/30/2002 28 4X8 12.55 84270 6,710 TR 2 j C-1231 X P3180-3 4/30/2002 28 4X8 12.56 86060 6,850 TR 1 Other P3180-4 4/30/2002 28 4X8 12.54 85640 6,830 TR 1 P3180-5 Compressive X P3180-6 Flexural P3180-7 P3180-8 Test Results X Conforming Remarks SET#1 FR#6064 Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1. Cone j 2. Cone&Split R/1 3. Cone&Shear F1 4. ShearF1 5. Columnar(Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-02015 Cyl. Code P3188 Pour Date 4-2-2002 Report No. 2783 Weather O'CAST Jurisdiction MASON COUNTY Permit No. COM 2002-00007 Project BELFAIR ZONE 2 TANK Engineer Location BELFAIR, WA Architect Client Contractor T. BAILEY INC. Field Data Site Mix Reported Batch Data Supplier FRED HILL Plant No. 4 Cement Type TIL 1 - II Design Actual Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Mix No. ND6000PT Conc. Air Cam.lbs. 654 Temp. Temp. Unit F.Ash lbs. 103 Time Truck# Ticket# %Air Slump (F) (F) wt. 10:30 70 43032 --- 5.0 58 55 C.agg.lbs. C.agg.lbs.2 3/8 595 ' I C.agg.lbs.3 7/8 1370 I it Sand lbs. 1137 Water 19.9 GAL Placement Area Admixture POLY 37.7 OZ . Footings X Walls Columns Grade Beams other RHEOB 29.4 OZ Slab/Deck Slab X Pilings Other j IAir Ent.(oz/cwt.) .11 OZ 1 Grids FOOTING/SLAB FOR WATER TOWER. Water Added on Job(gals.) 0 Remarks PLACED BY PUMP/BOOM. VIBRATED. Items Inspected RESTEEL PREVIOUSLY INSPECTED. SAMPLED 203/342 CY W/C=0.31 X Conforming Inspector J. GORDON Reviewed Byte'' Non-Conforming Laboratory Data Design Strength 6000 Date Specimens Rec'd. 3 APR 02 Cyl. Test Dia Length Max. Comp. Tested Break Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type P3188-1 4/9/2002 7 4X8 12.55 71460 5,690 TR 1 ASTM C39 X P3188-2 4/30/2002 28 4X8 12.55 90460 7,210 TR 1 C-1231 X P3188-3 4/30/2002 28 4X8 12.55 89140 7,100 TR 2 Other P3188-4 4/30/2002 28 4X8 12.55 91820 7,320 TR 1 1 P3188-5 Compressive X P3188-6 Flexural P3188-7 Test Results P3188-8 X Conforming Remarks SET#2 FR#6064 Non-Conforming n Results Reviewed By � Date Reviewed Codes for Break Types: 1. Cone 2. Cone&Split 3. Cone&Shear 4. Shear 5. Columnar(Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 ,Project No. 106-02015 Cyl. Code P3189 Pour Date 4-2-2002 Report No. 2784 Weather O'CAST Jurisdiction MASON COUNTY Permit No. COM 2002-00007 Project BELFAIR ZONE 2 TANK Engineer Location BELFAIR, WA Architect Client Contractor T. BAILEY INC. Field Data Site Mix Reported Batch Data Supplier FRED HILL Plant No. 4 Dement Type TIL I - II Concrete X Mortar Grout Flex Beams Design Actual Prisms Grouted Ungrouted Other Mix No. ND6000PT Conc. Air Cem.lbs. 650 Temp. Temp. Unit F.Ash lbs. 99 Time Truck# Ticket# %Air Slump (F) (F) Wt. 11:30 384 43045 --- 5.75 58 55 C.agg.lbs. ii C.agg.lbs.2 3/8 595 C.agg.lbs.3 7/8 1370 I i Sand lbs. 1137 - Water 19.9 GAL Placement Area Admixture POLY 38 OZ Footings X Walls Columns Grade Beams Other RHEOB 29.6 Slab/Deck slab X Pilings Other - lAir Ent.(oz/cwt.) .11 OZ Grids FOOTING/SLAB FOR WATER TOWER. Water Added on Job(gals.) I Remarks PLACED BY PUMP/BOOM. VIBRATED. Items Inspected RESTEEL PREVIOUSLY INSPECTED. SAMPLED 300/342 CY W/C=0.32 X Conforming Inspector J. GORDON Reviewed Byq` Non-Conforming Laboratory Data Design Strength 6000 Date Specimens Rec'd- 3 APR 02 Cyl. Test Dia Length Max. Comp. Tested Break Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type P3189-1 4/9/2002 7 4X8 12.56 58340 4,640 TR 1 ASTM C39 X P3189-2 4/30/2002 28 4X8 12.55 81660 6,510 TR 1 C-1231 X P3189-3 4/30/2002 28 4X8 12.55 78160 6,250 TR 1 Other P3189-4 4/30/2002 28 4X8 12.55 77730 6,160 TR 1 P3189-5 Compressive X P3189-6 Flexural P3189-7 Test Results P3189-8 X Conforming Remarks SET#3 FR#6064 Non-Conforming Results Reviewed By Q 1 Date Reviewed Codes for Break Types: 1. ConeF1 2. Cone&Split / 3. Cone& ShearF1 4. ShearF1 5. Columnar(Split)