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Gateway BP(3.1)-LR071112 Rone Engineering . 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Client: Transwestern Commercial Services 5001 Spring Valley Dallas, TX 75244 Report of Reinforcing Steel Inspection Report No.: 304697 Project No.: 0712786 Date of Service: 11/07/2007 Report Date: 11/12/2007 Project: Gateway Business Center Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: 1. Paving for parking area, southwest side of building 2. 2. Paving between buildings 1 and 2. 3. Parking area, southeast from corner of building 2, ijem sins pected: Co nfo rm ing Non ijems Inspected: Conforming Non Item sins pected: Conforming Non Conforming Conforming Co nfo rm ing Placing Drawings Bar Length ColumnTies Properly Appro ved x and Shape x Tied and Spaced NA Bar Size x Pro per Bar Placement x Stirrup Spacing NA Bar Grade x Pro perly Tied x S lirrup Type NA 8 ars C iean x Dowel Bars in Place x Lapped Splices x Form Clean x Pro per B ar Suppo rts x CornerBars NA Numberof Bars x ProperCover x Mechanical Splices NA Discrepancies I Comments: 1. Remove loose debris from placement area. 2. Steel supports needed. LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. (TMIED) Page 1 of 2 Rone Engineering . 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Client: Transwestern Commercial Services 5001 Spring Valley Dallas, TX 75244 Report of Structural Steel Inspection Report No.: 607075 Project No.: 0712786 Date of Service: 11/05/2007 Report Date: 11/12/2007 Project: Gateway Business Center Coppell, Texas Services: Structural Steel Inspection Report of Inspection III. Building 2 1. Column anchor bolt at stair installed, bolts tensioned. Item cleared from report #607038, dated 10/29/07 (bolts only). IV. Splice at landing has downward weld progression (non-compliant). V. Building 1 1. Column anchor bolts at stair, discrepancy is corrected and cleared from the noted report (bolts only). LIMIT A nONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. (TMIED) Page 2 of 3 Rone Engineering . 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Client: Transwestern Commercial Services 5001 Spring Valley Dallas, TX 75244 Report of Structural Steel Inspection Report No.: 607075 Project No.: 0712786 Date of Service: 11/05/2007 Report Date: 11/12/2007 Project: Gateway Business Center Coppell, Texas Services: Structural Steel Inspection Report of Inspection Service: Perform Structural Steel Inspection as detailed below: Drawings Utilized: Structural Locations and Items Inspected: Visual re-inspection as noted below, buildings 1 and 2 Discrepancies: I. Building 1 1. Bridging missing welds. 2. Girders not welded at expansion joint fixed end. 3. Girder at tilt wall discrepancies not corrected where the bearing seat was torch cut off. 4. Joist bearing seat at tilt wall previously noncompliant areas not addressed. 5. Joist bearing seat at tilt wall missing bolt at slip joint. II. Building 2 1. Girders not welded at required locations, expansion joint fixed end and girder to column. 2. Bolted roof framing bolts not snapped (T.C. bolts) at required locations, loose, mising bolts. 3. Bridging not welded where required. 4. Girder at tilt wall bearing plate torch cut off at panel. 5. Bottom chord stabilization not welded. 6. Joist at columns not bearing, has 5" gap from bearing seat to the bottom of joist, RFI required. LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. (TMIED) Page 1 of 3 Rone Engineering . 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Client: Transwestern Commercial Services 5001 Spring Valley Dallas, TX 75244 Report of Reinforcing Steel Re-Inspection Report No.: 304765 Project No.: 0712786 Date of Service: 11/08/2007 Report Date: 11/12/2007 Project: Gateway Business Center Coppell, Texas Services: Reinforcing Steel Re-Inspection Report of Re-Inspection Locations and Items Inspected: 1. Paving for parking area, southwest side of building 2. 2. Paving between buildings 1 and 2. 3. Paving off southeast corner of building 2. nems Inspected: Conforming Non Items Inspected: Co nfo rm ing Non nems Inspected: Conforming Non Conforming Conforming Conforming P iac ing Drawings Bar Length Column Ties Properly Approved x and Shape x Tied and Spaced NA Bar Size x P [0 per B ar P lacem ent x Stirrup Spacing NA Bar Grade x Properly Tied x Stirrup Type NA Bars Clean x Dowel Bars in Place x Lapped Splices x Form Ciean x Proper B ar Supports x Corner Bars NA NumberofBars x ProperCover x Mechanical Splices NA Discrepancies I Comments: All items listed on the previous report have been corrected and cleared to compliant status. LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. (TMlED) Page 1 of 2 Rone Engineering . 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Client: Transwestern Commercial Services 5001 Spring Valley Dallas, TX 75244 Report of Reinforcing Steel Inspection Report No.: 304466 Project No.: 0712786 Date of Service: 11/06/2007 Report Date: 11/12/2007 Project: Gateway Business Center Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Approach off Freeport Pkwy., Station 527+00, first approach northobund from 1635 from Freeport Pkwy. And stairs in buildings 1 and 2. Ilem sins pecled: Co nfo rm ing Non Ilem s Inspecled: Conforming Non Ilem sins pecled: Co nfo rm ing Non Conforming Co nfo rm ing Conforming Placing Drawings 8 ar Length Column Ties Properly Appro ved x and Shape x Tied and Spaced NA 8 ar Size x Pro per 8 ar P lacem ent x Stirrup Spacing NA 8arGrade x Pro perly Tied x Stirrup Type NA 8ars Clean x Dowel Bars in Place x Lapped Splices x Form Clean x P ra per 8 ar Suppa rts x Corner Bars NA Numberof Bars x ProperCaver x Mechanical Splices NA Discrepancies J Comments: 1. Remove debris from placement area. 2. Add chair risers. Discrepancies noted above were corrected prior to concrete placement. LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. (TMIED) Page 1 of 2 Rone Engineering . 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Client: Transwestern Commercial Services 5001 Spring Valley Dallas, TX 75244 Report of Reinforcing Steel Inspection Report No.: 304101 Project No.: 0712786 Date of Service: 11/02/2007 Report Date: 11/12/2007 Project: Gateway Business Center Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Fire lane and parking area, north side if building 2 "ems Inspected: Conforming Non Items Inspected: Conforming Non "ems Inspected: Co nfo rm jng Non Conforming Conforming Co nfo rm ing Placing Drawings Bar Length Column Ties Properly Approved x and Shape x Tied and Spaced NA Bar Size x Pro per B ar P lacem ent x Stirrup Spacing NA Bar Grade x Properly Tied x Stirrup Type NA Bars Clean x Dowel Bars in Place x Lapped Splices x Form Clean x Proper Bar Supports x Corner Bars NA Numberof Bars x Proper Cover x Mechanical Splices NA Discrepancies / Comments: 1. Remove trash and debris from placement area. 2. Manhole required diagonal bars. 3. Dowels were bent. 4. Additional chairs needed. Discrepancies noted above were corrected prior to concrete placement. LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. (TMIED) Page 1 of 2 Rone En~== 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Client: Transwestern Commercial Services 5001 Spring Valley Dallas, TX 75244 Report of In-Place Density Testing Report No.: 304642 Project No.: 0712786 Date of Service: 11/07/2007 Report Date: 11/12/2007 Project: Gateway Business Center Coppell, Texas Services: Perform In-Place Density Testing PROJECT DATA Contractor: Constructors & Associates Test Method: ASTM 0-6938 Gauge: Troxler 3430 Gauge Serial No: 35518 Test Mode: DT Standard Counts Moisture Density Current: 730 Current: 2522 Previous: 742 Previous: 2526 MOISTURE DENSITY RELATIONS MID No. 277809 Description Moisture % Maximum Density (pef) 89.0 Project Requirements Moisture Density Optimum +4 95 min Dark Brown I Clay 27.0 Test No Test Location Paving subgrade Center of fire lane between building 1 and 2 FIELD DENSITY TESTS Probe MID Depth No. Moisture % Wet Density Dry Density Density (pef) (pef) (% max) 1 6" 277809 30.2 111.7 85.8 96 LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. (CH/ED) Page 1 of 2