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SS0201-LR040629Client: Project: ;ers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 REPORT OF REINFORCING STEEL INSPECTION City of Coppell ~ Ms. Suzan Taylor ~ PO Box 9478 Coppell TX 75019 Report No.: 212457 Project No.: 049073 Date of Service: 06/24/2004 Report Date: 06/29/2004 Service Center Sanitary Sewer Project SS 02-01 Services: Reinforcing Steel Inspection Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) arrived on site as scheduled to perform Reinforcing Steel Inspection. The results are attached. Technician Time: Page 1 of 2 Technician: Jon Germer Report Distribution: (1) City of Coppell (1) City of Coppell 10:30am - 12:00pm Clay Stark Project Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We ~ssume no responsibility for variation in quality (composition, appearance, performance, ete) 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 fialI without the written approval of Rone Engineers, Ltd, )~DD RoneEngineers 8908 Ambassador Row Dallas, Texas 75247 (214) 630-9745 121 North Rayner Fort Worth, Texas 76111 (817) 831-6211 Report of Reinforcing Steel Inspection ~ I Project No.: 0 ?'~'/O ~'~ ~ Project: 5~..~/:C-~ /r~4t~'~-~-- Date of Service: ~/2 / Locations and Items Inwected: g I~ ~ ~ -- ~ ' Items InsPeCted: Conforming Non Items Inspected: Conforming Non Items lns!~ted: Conforming Non Conforming Conforming Conforming Placing Drawings ~r~ Bar Length / Column Ties Properly Approved and Shape r Tied and Spaced Bar Size ~, Proper Bar Placement ~ ~' Stirrup Spacing and Type Bar Grade J~ / Properly Tied t~'~e, Lapped Splices ~ Bars Clean I~ ~' Dowel Bars in Place ~ Welded Splices Form Clean J Proper Bar Supports ~ ~ {echanieal Splices '-lumber Bars l~~ Proper Cover ~,~ Discrepancies / Comments: Inspector's Signature: Time: to Client/Contractor Signature: Client/Contractor Copied with Results: Yes / No ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 IN-PLACE DENSITY TESTING Client: Project: City of Coppei1 Ms. Suzan Taylor PO Box 9478 CoppeI1 TX 75019 Service Center Sanitary Sewer Project SS 02-01 Report No.: 212545 Project No.: 049073 Date of Service: 06/25/2004 Report Date: 06/29/2004 Services: Perform In-Place Density Test in accordance with ASTM Standards. PROJECT DATA CONTRACTOR: Fox Contractors Test Methods: ASTM D-2922 ASTM D-3017 Standard Counts Gauge: Troxler 3430 Moisture Density Gauge Serial No: 31580 Current: 702 Current: 251 $ Test Mode: DT Previous: 686 Previous: 2526 ML/D No. Description 1 Dark Brown Clay MOISTURE DENSITY RELATIONS Maximum Project Requirements Moisture % Density pcf Moisture Density 22.5 96.5 Optimum +5 95 - 100 FIEI ~D DENSITY TESTS TEST LOCATION TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY NO DEPTH No. (%) (pcf) (pcf) (% max) Utility backfill 1 Sanitary sewer, Station 10+50, 12' below 6" 1 27.0 118.9 93.6 97 grade Utility backfill 2 Sanitary sewer, Station 10+50, 9' below 6" 1 25.4 120.8 96.3 I00 grade Utility backfill 3 Sanitary sewer, Station 10+50, 6' below 6" 1 26.7 120.7 95.3 99 grade Utility backfill 4 Sanitary sewer, Station 10+50, 3' below 6" 1 27.2 120.6 94.8 98 grade Utility backfill 5 Sanitary sewer, Station 10+50, 1' below 6" 1 27.1 121.5 95.6 99 grade LEvlITATIONS: 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, performance, etc.) or any other feature of similar subject ma~er provided by persons or conditions over which we have no control. Our leaers and reports are for the exclusive use of the clients to whom they are addressed and shalI not be reproduced except in full withom the written approval of Rone Engineers, Ltd. o7gg Pa~e 1 of 2 RoneEngineers Report No.: 212545 l~l Project No.: 049073 Client: City of Coppell Technician: Doyle Mackey Report Distribution: (i) City of Cappell (I) City of Coppell Test results on this report meet project specification. ~ Started: II:30a Finished: 12:45p go {,..~la~g Stark Projekt Manager 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, performance, 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 shag not be reproduced except in fall without the written approval of Rone Engineers, Ltd.