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SC-Coppell HS-LR 991111FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 STRUCTURAL STEEL INSPECTION REPORT CLIENT: Coppell lSD c/o Dal- Mac DATE: November 11, 1999 PROJECT: Coppell High School PROJECT NO: 0791-2208 REPORT NO: 2 PAGE 1 Owner: Coppell lSD Architect: SHW Group Engineer: SHW Group Contractor: Del - Mac Fabricator: Alpha Industries Location of Project: Coppell, Texas Inspection Performed At: Job Site X Fabrication Shop DE$CRIFTION O~ INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on (5tr I Steel - Mef=,l Deck Units} or Ultrasonic Te~dng or Magnetic Particle In~pection of Weld~ end Inspection of Bolted Connections for compliance to Project specifications, Contract Document~, Drawings, and Governing Codes } AW$, AI~C, ASTM, SJI, ASNT, ANSI. See at+ached Field Rsuorts for $~eciflc Iterrm Insoected or Tested and Ty~e of Irmoection or Testina aerforme~l Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested. Results of Inspection: Project Complete Project Incomplete Fabrication Is: Erection Is: Area A / X In Compliance Area A Non Compliance Note: Workmanship type deviations noted dudng Inspection. wflich are being corrected at lime of Inspection. are not being listed on Report. NOTE: Inspection was performed to vedfy compliance to Project specifications. Contract Documents. Drawings. and Governing Codes} AWS. AISC. ASTM. SJL. ASNT. ANSI Inspected By: Doug Post, AWS/Certified Welding Inspector. ASNT/Certified Level 2 (UT. MT) Distribution: Del-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford STR-1 FUGRO SOUTH, INC. 2880 Vir9o Lane; [3a~las. Texas 75229 PI~ (972) 484-8301: Fax (972) 620.7328 NON - COMPLIANCE REPORT CLIENT: Coppell ISO do Oal- Uac DATE: November 11, 1999 PROJECT: Coppell High Schoo~ PROJECT NO: 0791-2208 REPORT NO: 2 PAGE 2 Number Description Location Deviate Corrective Action Taken From 1 Mislocation of bolt holes Area A, 2nd level Drawings Beam connection, angles have on beam to column been welded @ (3) places to 11/9/99 connection, bolts could AM @ A5, A6 column flange. (No RFI) not be installed NOTE: Architect and Engineer should advise on acceptability of all noted deviations inspected By: Doug Post, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT) STR-1 FUGRO SOUTH, INC. I=n (972) ~1: F~ (~2) ~7~e FIELD ERECTION- MEMBERS INSPECTED or TESTED REPORTP~OJECT:No: ~ N~ ~ ~ ~ / ~ht ~ F~ of We~ ~g Pa~ Tes6ng of We~ Reg~ ~ ~ su~ml~ Inspected By: Ooug Post, Aws/~ we~ing Ifl~r. AS~l~fl~ L~ 2 (UT, MT) STR-2 / FUGRO SOUTH, INC. ~M0 v~go ~ne: O~l~. ?~ ?~29 FIELD ERECTION - MEMBERS INSPECTED or TESTED PROJECT: ~*~'}"~)~'~:'~ PROJECT ~aPO~T NO: ~ t/' / PA~E ~,',, Report hanCl wdKen ~t time of inagegliwl by Field insbec~x ,/' in box · In Gam~)llance Re~rt will be submitted ~ LI grid not typed X In I~ox · Non compliance ) ~ Non compliance report Inspected By: Doug Post, Aws(Ce~tl~ WMding In~e~ar. ASN?/Cediaed Lee 2 (u'r, MT) STR-3 FUGRO SOUTH, INC. ~ 2880 virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 STRUCTURAL STEEL INSPECTION REPORT CLIENT: Coppell lSD c/o Dal- Mac DATE: November 11, 1999 PROJECT: Coppell High School PROJECT NO: 0791-2208 REPORT NO: I PAGE 1 Owner: Coppell lSD Architect: SHW Group Engineer: SHW Group Contractor: Dal- Mac Fabricator: Alpha Industries Location of Project: Coppell, Texas Inspection Performed At: Job Site X Fabrication Shop DESCRIPTION OF INSPECTION: Structural Steel Inspection ) Vleual Inspection of Welds on (Str I Steel - Metal Deck Units} or Ulbasonlc Teetlng or Magnetic Particle Inepection of Weld~ and Inepection of Bolted Connections for compliance to Project speciflcatione, Contract Documen'm, Drawing~. and Governing Code~ } AW~, AISC, A~TM, SJI, ASNT, ANSI. See aff=,ched Field Regorts for Soeciflc Rems In~oected or Tested and Tyoe of Insuection or Testing eerformed Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested. Results of Inspection: Project Complete Project Incomplete Fabrication Is: Erection Is: Area A / X In Compliance Area A Non Compliance Note: Workmanship type deviations noted during Inspection, which are being corrected at time of Inspection. are not being listed on Report. NOTE: Inspection was performed to vedfy compliance to Project specifications, Contract Documents. Drawings, and Governing Codes} AWS, AISC. ASTM, SJL, ASNT, ANSI inspected By: Doug Post, AWS/Certified Welding Inspector. ASNT/Certified Level 2 (UT, MT) Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford STR-1 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 NON - COMPLIANCE REPORT CLIENT: Coppell lSD c,/o Dal - Mac DATE: November 11, 1999 PROJECT: Coppell High School PROJECT NO: 0791-2208 REPORT NO: 1 PAGE 2 Number Description Location Deviate Corrective Action Taken From 1 Mislocation of bolt holes Area A, 2nd level Drawings Beam connection, angles have on beam to column been welded @ (3) places to 11/9/99 connection, bolts could AM @ A5, A6 column flange. (No RFI) not be installed NOTE: Architect and Engineer should advise on acceptability of all noted deviations Inspected By: Doug Post, AWS/Certifled Welding Inspector, ASNT/Certified Level 2 (UT, MT) STR-1 FUGRO SOUTH, INC. '- ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: November 11, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 13, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7078528 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 72 PLANT/TRUCK: 7/785 CONCRETE TEMP. (°F) (ASTM C-'1064): 78 MIX ID NUMBER: 16 TIME BATCHED: 9:21 AIR (%) (ASTM C-231): TIME SAMPLED: 9:45 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Slab, lower dining area, southeast corner of slab CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 241 7 10/20/99 80000 3830 3000/28 days CHC 242 28 11/10/99 106000 3750 CHC 243 28 11/10/99 108000 3820 CHC 244 Hold Fracture mode is (A) unless othenvise noted Specifications.' Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed By: f ./ SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis/' Coppell lSD - Mickey Harper SHW Group - Joe Craddcck SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. ~.-- 2880 Virgo Lane; Dallas. Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: November 11, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 13, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 6109790 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 75 PLANT/TRUCK: 6/804 CONCRETE TEMP. (°F) (ASTM C-1064): 79 MIX ID NUMBER: 16 TIME BATCHED: 10:10 AIR (%) (ASTM C-231): TIME SAMPLED: 10:40 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143) .' 5 LOCATION OF PLACEMENT: Slab, lower dining area, 20 feet north from southeast corner of slab CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 245 7 10/20/99 87000 3080 3000/28 days CHC 246 28 11/10/99 116000 4100 CHC 247 28 11/10/99 114000 4030 CHC 248 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike EImore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301: Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: November 11, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 13, 1999 I CONTRACTOR: Cortez Group TICKET NO.: CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 80 PLANT/TRUCK: 3/822 CONCRETE TEMP. (°F) (ASTM C.1064): 80 MIX ID NUMBER: 16 TIME BATCHED: 11:06 AIR (%) (ASTM C-231): TIME SAMPLED: 11:45 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Slab, lower dining area, 2 feet east from northwest comer CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 249 7 10/20/99 85000 3010 3000/28 days CHC 250 28 11/10/99 111000 3930 CHC 251 28 11/10/99 113000 4000 CHC 252 Hold I Fracture mode is (A) unless otherwise noted Sl~ecifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~] ~ E] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed By: w ,~ SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford