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HomeMy WebLinkAboutCOM2007-00039 - COM Engineering / Geo-Tech Reports - 6/25/2009 Letter of Transmittal 'ls Ida3� M 9Zb 0001 q 1 330 A A Date: 12-12-2008 Fa O S S u u u To: Rich Todd Balderston From: Matt Brenden Mason County BOSS Construction Services, LLC 426 West Cedar PO BOX 251 PO BOX 186 Pacific, WA - 98047 Shelton, WA 98584 RE: - Verizon Wireless permit# COM2007-00039 - PARCEL # 51083000000 Rich, Per conversation; enclosed you will find the Krazen (3 d party) inspection reports, NEW permit, NEW permit inspection card, Pre-con Photos, During photos, and final Photos... Please review and reply with a confirmation of receipt and hopefully acceptance of Final.. BTW - Access to the site will most likely be impossible till next spring... You can reach me via Email @ mattb@bossconstruction.net or Mobile - 206-510-2802.. Best regards, Matthew T. Brenden VP - BOSS Construction Services, LLC 111 Nyberg Road Pacific, WA 98047 mrqm- imam Krazan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL ALL REPORTS July 3, 2007 KA Project No.: 106-07147 Boss Construction Services Mark Novack PO Box 251 Pacific,WA 98047 RE: Verizon Cell Tower Matlock WA4 Dear Mr. Novack: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: June 21 Field Report No. 94221 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: pm Enclosures With Offices Serving The Western United States 20714 State Hwy. 305 NE,Suite 3C 9 Poulsbo,Washington 98370 9(360)598-2126•Fax:(360)598-2127 FIELD REPORT NO: %d'M KraZan & Associates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2/ f"i � CONTRACTOR: [S/7 5 PROJECT I y I JURISDICTION: i'D'ILts i eo, PROJECT: PERMIT#: ('� - 7G'c��, `"T LOCATION: INSPECTOR: S' KRAZAN PROJECT MANAGER: WEATHER: G u! TEMP: S ( /[/� t C:r:�` 1 L' r^t°G� lf.tE J'T 42 CCUr1L✓ 421Q,-e-In'l.e,IA- S: ©LC.l_ ��i2 � ��G•s .S' F'G%r' �11 l`C✓L..t �!�LG'+✓!.✓L� �113�t'.� 15. t"�.� 6 G'/•t—�'.i'1't t'f L'� ` r S�41r��Y( t%t �nLf l ` i['L \//s��t!I F �f[ rC I C �I►Crth JT/2lsl � 1 "c�olro [ f a n f� Cv" rlf ./;.fc��`t�•°t iS tCi_ _� Li {�C Ile F� "fj r� �t'31 CvC'a �✓J 5✓t Gai 1 4#s✓L"l Equipment/Asset Number(s): To the best of my knowledge,the abov JA ?WAS NOT performed in accordance with the approved p ns,specifications,and regulatory requirements. Superintendent/Representative: Technician: C Serving the Western United States ^ 1501 Field Report.doc Revision 1 11 Effective Date:525105 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 Ktazan&Associates. �I<raZan & ASS0CIA TES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL ALL REPORTS July 26,2007 KA Project No.: 106-07147 Boss Construction Services Mark Novack PO Box 251 Pacific, WA 98047 RE: Verizon Cell Tower Matlock WA4 Dear Mr.Novack: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: June 21 Concrete Report No. 28059 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: pm Enclosures With Offices Serving The Western United States 20714 State Hwy. 305 NE,Suite 3C•Poulsbo, Washington 98370•(360)598-2126•Fax: (360)598-2127 r Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07147 Cyl. Code P12689 Pour Date 6-21-2007 Report No. 28059 Weather - Jurisdiction MASON COUNTY Permit No. 07-00039 Project VERIZON WIRELESS Engineer Location MATLOCK, WA Architect Client BOSS CONSTRUCTION contractor Field Data Site Mix Reported Batch Data Supplier BOSS Plant No. - Cement Type I & I I Concrete X Mortar Grout Flex Beams Design Actual Prisms Grouted Ungrouted Other Mix No. Conc. Air Cem.lbs. 60 LBS. BAGS Temp. Temp. Unit F.Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) Wt. 9:30 - - - 4 61 58 - C.agg.lbs. i C.agg.lbs.2 PER INSTRUCTIONS C.agg.lbs.3 Sand lbs. Water Placement Area Admixture Footings X Walls Columns Grade Beams Other Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) Grids FOOTINGS FOR ANTENNA POLES. Water Added on Job(gals.) 0 Field Test Methods Remarks MIXED ON SITE, SAKRETE HIGH STRENGTH ASTM C143 ❑ ASTM C138 ❑ CONCRETE MIX, 60 LB BAGS. 1 SAMPLE TAKEN ASTM C 1 [1 ASTM C173 ❑ ASTM C31 ❑ Other ABOUT 1 YRDS3 PLACED. Items Inspected Inspector SHAUN NYE Reviewed By Conforming Non-Conforming Laboratory Data Design Strength 2500 Date Specimens Rec'd. Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39 ❑ P12689- 06/28/07 7 4X8 12.55 72130 5,750 TMA 1 ASTM C109 ❑ P12689- 07/19/07 28 4X8 12.55 101105 8,060 TMA 1 ASTM C617 ❑ ASTM C1231 ❑ P12689- 07/19/07 28 4X8 12.55 103590 8,250 TMA 1 ASTM C1019 0 P12689- H 4X8 12.55 102355 8,160 TMA 1 Other P12689- Compressive P12689- Flexural P12689- P12689- Test Results Conforming' Remarks FR 94221 Non-Conforming Results Reviewed By 14 Date Reviewed '/Za 7 Codes for Break Types: 1. Cone F1 2. Cone&Split 3. Cone&Shear 4. Shear 5. Columnar(Split) 9Zti � ►Z 9 T 330 03AI3038 2 r A NO-, •o AL 0 �i w, ;x n CN 1f i r f v -r r' h A� F Lp .4 p a ^r 42 �h Akb 74, i � I is t' ti f �� C # A --------------- w _. 1�1_- .�........._. - . . ��.. _- y t'--..' _ .�� �. �.I_I� „�+ :.. --. .'�` ...s� a _ t ''1� � r_...� ', 1 _ u ....Mr".� -�.�w-r- _ _ '... y' �, �, d, ', � '�: < •ar. w,P.- r` ... "�r t �I � l �► 'rr ,��� _= �- - t rta '� � � ►�� � -+r�.>r1+ �r.•:�,rt 1 r�frf'pA^;:�-L.�et�y�,��.•�{-y+ .-.r' - � r.ry, {f'-o rn d f OIL . 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