The URL can be used to link to this page

Home My WebLink AboutMisc SPENCER J.8,C714NSPIASSOOATES,LC INVOICE A%max+e."Amr ) REC EIVE rrTh NNW" 206 N.Sims Avenue Bryan Texas 77803 00' IP (979)822-3767 PROJECT: North Forest Professional Park R_ MIT TO: North Forest Parkway Invoice No: Al L0073 College Station, TX Spencer J Buchanan Associates, Inc. PO Box 931277 TO: City of College Station TX Kansas City, MO 64193-1277 Attn: Israel Koite Federal E.I.N. 42-1249917 PO Box 9960 1 College Station, TX 77842 RECEIVETYProject No: A1071020 MAR 0 I 70n7 I ACCOUNTiNG I Invoice Date: 02/26/2007 For Services Through: 02/17/2007 DATE I REPORT DESCRIPTION OF SERVICES I QTY RATE TOTAL 02/15/2007 A1071020.0001 Engineering Technician, per hour 1.50 29.50 44.25 02/15/2007 A1071020.0001 Lime Treated Subgrade or Crushed Stone 2.00 10.00 20.00 Base Depth Test, each INVOICE TOTAL 64.25 40111111.- We accept MasterCard,VISA,and Discover. Please call(800)593-7777,option 12,with your credit card information. TERMS: DUE UPON PRESENTATION OF INVOICE Page 1 SPENCER8 BUCHANAN ��H�� INC.J. ASSOCIATES, ""°~� A TERRACON COMPANY Geotechnical • Materials • Civil Design . Consulting Bryan, Texas 200North Sims Street, 77803/P.O. Box G72. 7780S/(S78)822-3707 Letter TO: MR ISRAEL KOITE CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: North Forest Professional Park Project No: A1071020 Pleasehnd �h8h�UO�|n� |b8r�� n�|OS�de� indi��t�d� ITEM COPIES PAGES DATED LJ / |N-PLACE DENSITY TEST RESULTS E FLEXIBLE BASE MATERIAL TEST REPORT -- --- ' -- | - | ---- i] CONCRETE REPORT > __ F� SUMMARY OF LABORATORY TEST DATA �� OPTIMUM MOISTURE/DENSITY RELATIONSHIP �| cirTHICKNESS OF ASPHALTIC CONC RETE TEST REPORT -- Ei ASPHALTIC CONCRETE TEST REPORT Z | L1K4E-TREATEDKCRUSHED STONE SUBGRADE DEPTH TEST 2/15/07 IZ MISCELLANEOUS SERVICES/SAMPLE PICK-UP SHEET 1 1 2/15/07 [] ' SOIL-CEMENT TEST REPQRT Signed: - ' == -- Robin Corr February 21, 2007 SPENCER I.WCHANAN.NSOCIATES,INC: REPORT OF LIME TREATED SUBGRADE DEPTH TESTS ATerm=CAwp+n/ Report Number: A1071020.0001 Service Date: February15, 2007 206 N Sims Avenue Bryan Texas 77803 (979)822-3767 Client: Report Date: February 19, 2007 City of College Station TX Project: North Forest Professional Park Attn: Israel Koite North Forest Parkway PO Box 9960 College Station, TX College Station TX 77842 ii Project No.: A1071020 Services:Traveled to the project site to provide testing/observation services as requested. 7 i I f I Terracon Rep: Victor M. Gonzalez Started: 0830 Finished: 1000 4. Report Distribution: i1)City or College Station TX Reviewed by: :2;,.-\ ::\. ,� - L_.t Don H.Kopetsky Project Manager The tests were performed in general accordance with applicable ASTM.AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are riot necessarily indicative of the properties of other apparently similar or identical materials 1 Page 1 of 1 99.NF,MI..,,v„1„ SPENCER J. BUCHANAN ASSOCIATES, INC. A TERRACON COMPANY Bryan, Texas 206 North Sims Street. 77803/Post Office Box 672, 778061(979)822-3767 LIME-TREATED SUBGRADE DEPTH TESTS REPORT NO:. A107iO2O.O0D1 Test Location Thickness (in.) Entrance to North Forest Professional Park 6 Highway 6 Feeder Road Entrance 7 Note: Thickness measurements were determined from grade set by Contractor. A phenolphthalein so'ution was used to indicate the presence of time. SPENCER J. BUCHANAN ASSOCIATES, INC. A TERRACON COMPANY Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO: MR ISRAEL KOITE CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: North Forest Professional Park Project No: A1071020 Please find the following items enclosed as indicated: ITEM COPIES PAGES DATED ❑ IN-PLACE DENSITY TEST RESULTS ❑ FLEXIBLE BASE MATERIAL TEST REPORT ❑ CONCRETE REPORT ❑ SUMMARY OF LABORATORY TEST DATA ❑ OPTIMUM MOISTURE/DENSITY RELATIONSHIP ❑ THICKNESS OF ASPHALTIC CONCRETE TEST REPORT ❑ ASPHALTIC CONCRETE TEST REPORT LIME-TREATED/CRUSHED STONE SUBGRADE DEPTH TEST 1 2 2/15/07 ❑ MISCELLANEOUS SERVICES/SAMPLE PICK-UP SHEET ❑ SOIL-CEMENT TEST REPORT Signed: e obin Corr March 2, 2007 SPENCER/.BUCHANAN ASSOCIATES,INC. REPORT OF LIME TREATED SUBGRADE DEPTH TESTS A Terracon Company Report Number: A1071020.0001 Service Date: February 15, 2007 206 N. Sims Avenue Bryan Texas 77803 (979)822-3767 Client: Report Date: February 19, 2007 City of College Station TX Project: North Forest Professional Park Attn: Israel Koite North Forest Parkway PO Box 9960 College Station, TX College Station TX 77842 Project No.: A1071020 Services: Traveled to the project site to provide testing/observation services as requested. Terracon Rep: Victor M. Gonzalez Started: 0830 Finished: 1000 Report Distribution: (1)City of College Station TX Reviewed by: Don H. Kopetsky Project Manager The tests were performed in general accordance with applicable ASTM,AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Pace 1 of 1 SPENCER J. BUCHANAN ASSOCIATES, INC. A TERRACON COMPANY Bryan, Texas 206 North Sims Street, 77803/Post Office Box 672, 77806/(979)822-3767 LIME-TREATED SUBGRADE DEPTH TESTS REPORT NO:. A1071020.0001 Test Location Thickness (in.) Entrance to North Forest Professional Park 6 Highway 6 Feeder Road Entrance 7 Note: Thickness measurements were determined from grade set by Contractor. A phenolphthalein solution was used to indicate the presence of lime. C }� It(_'iIxpG — ` OLuk lob/ "iiug-AecibaAiThak. 5e CuSairtk,4 g=c; IS / . fi>rn ?auk-�� S C�� S C i 1 k,eie-A-x-Lxa) cru / °?6( �v '