Loading...
SC-Coppell HS-LR 991129FUGRO 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 29, 1999 PROJECT: Coppell High School PROJECT NO: 0791-2208 REPORT NO: 5 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 } Visual Inspection of Welds on ~Str I Steel - Metal Deck Units} or Ultrasonic Testing or Magnetic Particle In~pection of Weid~ and Inspection of Bolted Connections for compliance to Project specifications, Contract Documents, Drawings, and Governing Code~ } AWS, AISC, ASTM, SJI, ASNT, ANSI. See attached Field Re~orta for Soeciflc Items Inseected or Tested and Tyee of InSl}ection or Testing oerformed 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. 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/Certifled 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 Doug Post STR-" 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 29, 1999 PROJECT: Coppell High School PROJECT NO-' 0791-2208 REPORT NO: 5 PAGE2 Number Description Location Deviate Corrective Action Taken From I Misiocation 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 I~ A5, A6 column flange. (No RFI) not be installed 2 Mislocation of anchor Area H G 10 (~ Drawings Corrections have been made per bolts on column base GH, attachment C RFI III, except bolt spacing was 1 1/18/99 plate on RFI Iii moved I 1/2 wider due to rebar in C.I.P floor. Depth of holes are in compliance. New RFI has been submitted by DaI-Mac showing a change in bolt pattern width. NOTE: Architect and Engineer should advise on acceptability of all noted deviations Inspected By: Doug Post, AWSICertifled Welding Inspector, ASNTICertified Level 2 (UT, MT) STR-". FUGRO SOUTH, INC. 2880 Virgo Lane: Dallas. Texas 75229 Ph (972) 484.-8301; Fax (972) 620-7328 FIELD ERECTION - MEMBERS INSPECTED or TESTED CLIENT: ~_~p~-/I '~ t% DATE: '(( ~-' ~,,.~,~. _~..~_...L~,.,.,~ PROJECT Nb: PROJECT: (:::-,}, ~...-- !: ;" REPORT NO: ~, PAGE OF Type of In$1~ction Location In Non Compliance Compliance Check Bolt Tightening Procedure oh.~ ~ne=n ~. R. uir. Siz. of ,olts ~h,° ~-~, ~, ~ ,~ i - ~ ~ ~ Check Connection fl~' Required NO. of Bolts ! Check Bolt Tightness wifl~ Torque Wrench Visual Inspection of Tension Control Bolts Beadng Bolted Connections / Snug Tigttt Connection / Turn of Nut Check Bolted Check Gap on Loaded Indicator Washers Check Size. Leng~. and No. of Shear Studs Check Gauge of Comlx~ite Deck Check Gauge of Roof Deck Check Size Lap Connection on Composite Deck Check Size Lap on Roof Deck Check Installation of Rddging on Joists / Oirdem Check Installation of Expansion Anchors i Check Grout Repcrt. hand wdtt, en at time of inspection by Field Inspector ~' in box = In compliance Report, will be submitted as is and not typed X in box = Non compliance } See Non compliaP, ce report Inspected By: Doug Post, AWS/Certified Welding Inspector. ASNTICertified Level 2 (UT. MT) STR-3 FUGRO SOUTH, INC. 2880 Virgo Lane: 0alias, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD ERECTION - MEMBERS INSPECTED or TESTED PROJECT:' REPORT NO: PAGE OF Type of In~pectlon I Location In Non Compliance Compllanca Check size and P¢ojec~on of Anchor Bott Check Anchor Bolt Group Check Nuts on Anchor BOlts / Tight Check Ereclion Procedures Check for Damaged Members Check Welders Qualification Records Check Fit-Up of Welded Connections Visual Quality of Welds on Sl~uctuml Steel Visual Quality of Welds on Joists / Girders Visual Quality of Welds on Misc Steel Visual Quality of Welds on Pm Cast Connection Visual Quality of Welds on Composite Oec~ Visual Qualit~ of Welds on Roof Dec.~ Visual Quality of Welds on Shear Studs Check Size of Welds on Structural Steel Check Size of Welds on Joists / Girders Check Size of Welds on Misc Steel Check Size of Welds on Pre Cast Connection Check Size of Welds on Composite ./Roof Deck Check Size of Welds on Shear Studs : Ultrasonic Testing of Welds Mag Particte Testing of Welds Re~ort hand written at time of inspection by Field Inspector ~' in box = in compliance Re~o~ will 13e submitted as is and not typed X in box = Non compliance } See Non com;31[ance rei3o~ Inspected By: Doug Post, AWSiCertified Welding Inspector, ASNT.."Certified Level 2 (UT. MT) S-Ri2 FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-6301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: November 29,1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 28, 1999 CONTRACTOR: Dal Mac TICKET NO.: 6110237 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 63 PLANT/TRUCK: 6/736 CONCRETE TEMP. (°F) (ASTM C-1064): 67 MIX ID NUMBER: 16 TIME BATCHED: 2:52 AIR (%) (ASTU C.231): TIME SAMPLED: 3:30 WATER ADDED (gal): 5 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143) · 4.50 LOCATION OF PLACEMENT: Slab, northeast corner of building, 10 feet north, 10 feet west 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 289 7 11/04/99 105000 3710 3000/28 days CHC 290 28 11/25/99 142000 5020 CHC 291 28 11/25/99 140000 4950 CHC 292 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof r~ ~-]-~ [~-~ ~ Cudng: Methods: ASTM C-39 Fracture: AVXI ~/~J I/J I lB C D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By: - ,~ SMH/bg 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 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 29,1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 28, 1999 CONTRACTOR: Dal Mac TICKET NO.: 709132 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 63 PLANT/TRUCK: 6/781 CONCRETE TEMP. (°F) (ASTM C-1064): 65 MIX ID NUMBER: 16 TIME BATCHED: 3:40 AIR (%) (ASTM C-231): TIME SAMPLED: 4:30 WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Slab northeast corner of building, 10 feet north, 10 feet east 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 293 7 11/04/99 110000 3890 3000/28 days CHC 294 28 11/25/99 131000 4630 CHC 295 28 11/25/99 129000 4560 CHC 296 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] ~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By: - /~' SMH/bg 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 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 29,1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 28, 1999 CONTRACTOR: Dal Mac TICKET NO.: 709146 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 65 PLANT/TRUCK: 6/736 CONCRETE TEMP. (°F) (ASTM C-1064): 67 MIX ID NUMBER: 16 TIME BATCHED: 4:10 AIR (%) (ASTM C-231): TIME SAMPLED: 5:00 WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Slab northeast corner of building, 10 feet north, 30 feet east 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 297 7 11/04/99 106000 3750 3000/28 days CHC 298 28 11/25/99 127000 4490 CHC 299 28 11/25/99 130000 4600 CHC 300 Hold Fracture mode is {A) unless otherwise noted SpecJfications: Making & ASTM 0-31 Testincj ASTM C-143, Typesof [::~ ~-~ ~7~ [~ Curing' Methods: ASTM C-39 Fracture: A[/kJ L~ [."'~ ;.JB C D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By: ' ( SMH/bg 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 FUGRO SOUTH, INC. 2880 virgo Lane; Dallae, 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 29, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 28, 1999 CONTRACTOR: Dal Mac TICKET NO.: 709156 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 66 PLANT/TRUCK: 7/804 CONCRETE TEMP. (°F) (ASTM C-1064): 67 MIX ID NUMBER: 16 TIME BATCHED: 4:20 AIR TIME SAMPLED: 6:00 WATER ADDED (gal): 10 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Slab northeast corner of building, 10 feet north, 90 feet east 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 301 7 11/04/99 107000 3780 3000/28 days CHC 302 28 11/25/99 136000 4810 CHC 303 28 11125/99 134000 4740 CHC 304 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By:' ,~ SMH/bg Distribution: Dal-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 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 29, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 28, 1999 CONTRACTOR: Dal Mac TICKET NO.: 7079154 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 66 PLANT/TRUCK: 7/1045 CONCRETE TEMP. (°F) (ASTM C-1064): 70 MIX ID NUMBER: 16 TIME BATCHED: 5:27 AIR (%) (ASTM C-231): TIME SAMPLED: 6:20 WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143) .' 5 LOCATION OF PLACEMENT: Slab norheast corner of building, 10 feet north, 50 feet east 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 305 7 11/04/99 104000 3680 3000~28 days CHC 306 28 11/25/99 125000 4420 CHC 307 28 11/25/99 127000 4490 CHC 308 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1 ~-] r~ r-] Cudng: Melhods: ASTM C-39 Fracture: AV~I ~xJ [/I I lB C D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By: - ~f SMH/bg 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 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 29, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 28, 1999 CONTRACTOR: Dal Mac TICKET NO.: 7079164 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 67 PLANT/TRUCK: 7/1008 CONCRETE TEMP. (°F) (ASTM C-1064): 71 MIX ID NUMBER: 16 TIME BATCHED: 6:45 AIR (%) (ASTM C-231) .' TIME SAMPLED: 7:30 WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (AS?M C-~43): 5 LOCATION OF PLACEMENT: Slab northeast comer 10 feet north, 70 feet east 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 309 7 11/04/99 95000 3360 3000/28 days CHC 310 28 11/25/99 122000 4320 CHC 311 28 11/25/99 119000 4210 CHC 312 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~-'1 [-]-] ]'~ r--] Curing: Methods: ASTM C-39 Fracture: AI/XJ V~ I/'] LJB c D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By: ,,'- ,/ SMH/bg 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 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 29, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 18, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 6111783 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 82 PLANT/TRUCK: 6 / 980 CONCRETE TEMP. (°F) (ASTM C-1064): 80 MIX ID NUMBER: 38 TIME BATCHED: 11:07 AIR (%) (ASTM C-231): 5.0 TIME SAMPLED: 12:10 WATER ADDED (gal): WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 3.5 LOCATION OF PLACEMENT: Parking Lot - 5 feet east off stairs on east side of Band Hall 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 376 7 11-25-99 90000 3180 3000/28 days CHC 377 28 12-16-99 CHC 378 28 12-16-99 CHC 379 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~7~ ~-~ ~1 ~-"~ Cudng: Methods: ASTM C-39 Fracture: AI/~J ~/xJ [/~ L_JB C D REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed By:- ~' SMH/bg Distribution: Dal-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 --I:; . ~ -- .. 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 29, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 I SAMPLE DATE: November 18, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 6111767 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 77 PLANT/TRUCK: 6 / 976 CONCRETE TEMP. (°F) (ASTM C-10S4): 79 MIX ID NUMBER: 38 TIME BATCHED: 9:43 AIR (%) (ASTM C-231) .' 4.8 TIME SAMPLED: 10:25 WATER ADDED (gal): 40 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Parking Lot - Parking Area 20 feet southeast off of southeast corner of Band Hall 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 372 7 11-25-99 80000 2830 3000/28 days CHC 373 28 12-16-99 CHC 374 28 12-16-99 CHC 375 Hold Fracture mode is (A) unless otherwise noted Specifica,ons: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] ~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed By: SMH/bg 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