Loading...
Freeport NIP(7.0)-LR030512ROneEngineerS 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 DRILLED PIER INSPECTION Client: Duke Realty Services, LP Attn: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Drilled Pier Inspection Report No.: 176212 Project No.: 037333 Date of Service: 05/05/2003 Report Date: 05/12/2003 Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) was on site to perform' Drilled Pier Inspection. The results are attached. Technician Time: Page i of 6 Technician: Rick Smith Report Distribution: (1) Duke Realty Scrvlecs, LP (1) Duke P..~alty Servioes, LP (1) City of Coppen Building Dept. (1) Pacheco Koch Consulting Engineers 6:30 a.m. - 4:15 p.m. - (I) Engineering Analyst (1) City of Coppcll Engineering Dept. K. Scott Watson CMT Operations Manager LIMITATIONS: The ~est results presented herein were prcpared based upon the specific samples pwvided for testing. We assume no responsibility for variation in quality (composition, appearance, p~eonnance, etc.) or any other feature of similar subject martex provided by persons or conditions over which we have no control. Our letters and reports arc for thc exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 99DD Pa~,e 1 of 1 RONE ENGINEERS, Ltd. REPORT OF BELLED PIER INSPECTION Client: Duke Realty Services, LP Report No.: 176212 Project No.: 037333 Project: Freeport 10 Date of Service: 5/5/2003 500 Freeport Parkway Page 2 of 6 Driller: Liberty Pier Identification BB-12 CC-12 DD-12 EE-12 FF-12 ?ier Diameter (in) 24 24 24 24 24 Bell Diameter (in) 66 66 66 66 66 Requh'ed Minimum Depth (fi) 12.00 12.00 12.00 12.00 12.00 Depth of Pier Prior to Underreamin$ (t~) 12.40 12.40 13.00 12.50 12.60 Depth of pier After Underreaminl~ (f~)* 12.50 12.50 13.10 13.20 13.10 Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes Casing Diameter (in) / Casin~ Len~h (fi) NA NA NA NA NA :Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/#6 6/#6 6/#6 Len~ah of Reinfominl~ Steel (ft) 11.7 11.8 12.2 12.3 12.1 Time Drilling was Completed (am / pm) 9:38 AM 9:47 AM 10:03 AM 10:19 AM 10:27 AM Time Concrete was Placed (am / pm) 10:32 AM 10:40 AM 10:46 AM 11:11 AM ll:17AM Depth of Pier From Top of Concrete (ft) 9.40 12.00 12.60 12.80 12.60 Elevation: Surface (fi)** 99.60 99.50 99.50 99.40 99.50 Elevation: Top of Pier (fi)** 96.50 99.00 99.00 99.00 99.00 Elevation: Bottom of Pier (ft)** 87.10 87.00 86.40 86.20 86.40 Bearing Stratum ~descril?tion) Tan & Gray Sandy Clay Note: See report # 176213 for Compressive Strength Test Specimens. * Additional Penetration not requested unless noted. Remarks: 12' minimum or top of sand whichever comes first BB-12 is Section 6 the balance are Section 7 ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of pier elevation data calculated using specified top of pier elevations as shown on the project drawings and measurement of actual top of concrete t~om existing surface elevation. LIMiTATIONS: The test results presented heroin were prepared based upon the specific samples provided for testing. We assume no responsibility fur variation in quality (composition, appearance, performance, etc.) ~ any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are fur the exclusive use of the clients to whom they are addressed and shall not be reproduced axcept in full without the written approval of Rone Engineers, Ltd, RONE ENGINEERS, Ltd. REPORT OF I BELLED PIER INSPECTION Client: Duke Realty Services, LP Report No.: 176212' Project No.: 037333 Project: Freeport I0 Date of Service: 5/5/2003 500 Freeport Parkway Page 3 of 6 Driller: Liberty Pier Identification GO-12 HH-12 HH-13 GG-13 FF-13 Pier Diameter (in) 24 24 24 24 24 Bell Diameter (in) 66 66 66 66 66 Required Minimum Depth (fi) 12.00 12.00 12.00 12,00 12.00 Depth of Pier Prior to Underreamin$ (fi) 12.50 13.00 12.70 12.90 12.70 Depth of Pier After Underreaming (fi)* 12.80 13.10 12.80 13.20 13.00 Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes Casing Diameter (in) / Casing Length (ft) NA NA NA NA NA Number of Bars / Reinforcing Bar Size (#) 6/g6 6/#6 6/#6 6/g6 6/ff45 Len~h of Reinfoming Steel (ft) 11.9. 12.2 12.0 12.3 12.2 Time Drilling was Completed (am / pm) 10:56 AM 10:58 AM 11:28 AM 11:42 AM 12:55 PM Time Concrete was Placed (am / pm) ll:20AM 11:25 AM 1:44 PM 1:50 PM 1:53 PM Depth of Pier From Top of Concrete (ft) 12.30 10.00 9.80 12.70 12.60 Elevation: Surface (ft)** 99.50 99.60 99.50 99.50 99.40 Eleyation: Top of Pier (ft)** 99.00 96.50 96.50 99.00 99.00 Elevation: Bottom of Pier (ffi** 86.70 86.50 86.70 86.30 86.40 Bearinl~ Stratum (description) Tan & Gray Sandy Clay Notc: See report gl 76213 for Comprcssive S~rength Tcst Spechnens. * Additional Penetration not requested unless noted. Remarks: Section 7 ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of pier elevation data calculated using specified top of pier elevations as shown on the project drawings and measurement of actual top of concrete from existing surface elevation. 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 shall not be reproduced except in full without the written approval of Rone Engineem, Ltd. RONE ENGINEERS, Ltd. REPORT OF BELLED PIER INSPECTION Client: Duke Realty Services, LP Report No.: 176212 Project No.: 037333 Project: Freeport 10 Date of Service: 5/5/2003 500 Freeport Parkway Page 4 of 6 Driller: Liberty Pier Identification EE- 13 DD- 13 CC- 13 BB: 13 BB- 14 Pier Diameter (in) 24 24 24 24 24 Bell Diameter (in) 66 66 66 66 66 Required Minimum Depth (it) 12.00 12.00 12.00 12.00, 12.00 Depth of Pier Prior to Underreamin~ (It) 13.00 12.50 13.10 13.00 12.70 Depth of Pier Alter Underreaming (It)* 13.10 12.60 13.10 13.00 12.80 Condition of Bottom (wet / dry) Dry Dry Dr7 Dry Dry Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes Casing Diameter (in) / Casing Length (it) NA NA NA NA NA Number of Bars / Reinforcing Bar Size (#) 6/#6 6/ff6 6/#6 6/#6 6/#6 Len~h of Reinforcing Steel (it) 12.2 11.7 12.2 12.1 12.0 Time Drilling was Completed (am / pm) 11:58 AM 1:06 PM 1:31 PM 2:04 PM 2:38 PM Time Concrete was Placed (am / pm) 1:57 PM 2:04 PM 2:10 PM 2:42 PM 3:12 PM Depth of Pier From Top of Concrete (ft) 12.70 12.20 12.60 10.00 12.30 Elevation: Surface (ft)** 99.40 99.40 99.50 99.50 99.50 Elevation: Top of Pier (it)** 99.00 99.00 99.00 96.50 99.00 Elevation: Bottom of Pier (It)** 86.30 86.80 86.40 86.50. 86.70 Beadn~ Stratum (description) Tan & Gra~, Sandy Clay Note: See report #176213 for Compressive S~ength Test Specimens. * Additional Penetration not requested unless noted. Remarks: BB-13 and BB-14 are Section 6 the balance are Section 7 ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of pier elevation data calculated using specified top of pier elevations as shown on the project drawings and measurement of actual top of concrete from existing surface elevation. 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 parsons 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 Engineers, Ltd. RONE ENGINEERS, Ltd. REPORT OF BELLED PIER INSPECTION Client: Duke Realty Services, LP Report No.: 176212 Project No.: 037333 Project: Freeport 10 Date of Service: 5/5/2003 500 Freeport Parkway Page 5 of 6 Driller: Liberty Pier Identification CC-14 DD-14 EE-14 FF-14 * GG-14 Pier Diameter (in) 24 24 24 24 NA Bell Diameter (in) 66 66 66 66 NA Required Minimum Depth (ft) 12.00 12.00 12.00 12.00 NA Depth of Pier Prior to Underreaming (ft) 13.10 13.10 12.90 12.40 NA Depth of Pier After Underreaming (ft)* 13.10 13.40 12.90 12.60 NA Condition of Bottom (wet / dry) Dry Dry Dry Dry NA Plumb Within Tolerance (yes / no) Yes Yes Yes Yes NA Casing Diameter (in) / Casing Length (ft) NA NA NA NA NA Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/#6 6/#6 NA Length of Reinforcing Steel (i0 12.2 12.5 12.0 11.8 NA Time Drilling was Completed (am / pm) 1:58 PM 2:24 PM 2:22 PM 2:53 PM NA Time Concrete was Placed (am / pm) 2:37 PM 2:46 PM 2:50 PM 3:24 PM NA Depth of Pier From Top of Concrete (ft) 12.70 12.90 12.50 12.20 NA Elevation: Surface (ft)** 99.40 99.50 99.40 99.40 NA Eleyation: Top of Pier (ft)** 99.00 99.00 99.00 99.00 NA Elevation: Bottom of Pier (ft)** 86.30 86.10 86.50 86.80 NA Bearing Stratum (description) Tan & Gray Sandy Clay Note: See report #176213 for Compressive Strength Test Specimens. · Additional Penetration not requested unless noted. Remarks: * GG-14 rig broke down while in hole. Pier to be belled 5/6/03 after rig repaired. Section 7 · * - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of pier elevation data calculated using specified top of pier elevations.as shown on the project drawings and measurement of actual top of concrete from existing surface elevation. LIMffATIONS: The t~st results presented heroin were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in :luality (composition, appearance, performance, etc,) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Dur 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 wffiten approval of Pone Engineers, Ltd. RONE ENGINEERS, Ltd. REPORT OF BELLED PIER INSPECTION Client: Duke Realty Services, LP Report No.: 176212 Project No.: 037333 Project: Freeport I0 Date of Service: 5/5/2003 500 Freeport Parkway Page 6 of 6 Driller: Liberty Pier Identification t-IH- 14 Pier Diameter (in) 24 Bell Diameter (in) 66 Required Minimum Depth (it) 12.00 Depth of Pier Prior to Underreaming (ft) 12.70 Depth of Pier After Underreaming (ft)* 13.30 Condition of Bottom (wet / dry) Dry Plumb Within Tolerance (yes / no) Yes Casing Diameter (in) / Casing Length (i~) NA Number of Bars / Reinforcing Bar Size (#) 6/#6 Length of Reinforcing Steel (it) 12.4 Time Drilling was Completed (am / pm) 3:20 PM Time Concrete was Placed (am / pm) 3:30 PM Depth of Pier From Top of Concrete (i~) 12.80 Elevation: Surface (it)** 99.50 Elevation: Top of Pier (ft)** 99.00 Elevation: Bottom of Pier (it)** 86.20 Bearing Stratum (description) Tan & Gray Sandy Clay Note: See report #176213 for Compressive Strength Test Specimens. * Additional Penetration not requested unless noted. Remarks: Section 7 ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of pier elevation data calculated using specified top of pier elevations as shown on the project drawings and measurement of actual top of concrete fi.om existing surface elevation. .IMITATIONS: The test results presented herein were prepared based upon the specJflc samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subjec~ matter provided by pemons or conditions over which we have no control Our let+em 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 Engineers, Ltd.