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SC-Coppell HS-LR 991118FUGRO 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 18, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 10, 1999 I CONTRACTOR: Dal Mac TICKET NO.: 7079747 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 82 PLANT/TRUCK: 7/757 CONCRETE TEMP. (°F) (ASTM C-1064): 74 MIX ID NUMBER: 16 TIME BATCHED: 2:54 pm AIR (%) (ASTM C-23'1): TIME SAMPLED: 3:47 pm WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-'143): 4.5 LOCATION OF PLACEMENT: Area F exterior grade beams 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 345 7 11/17/99 108000 3820 3000/28 days CHC 346 28 12/08/99 CHC 347 28 12/08/99 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM 0-143, Typesof ~ ~ ~ ~] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: William Granger 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 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 18, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 I SAMPLE DATE: November 10, 1999 I CONTRACTOR: Dal Mac TICKET NO.: 7079736 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 87 PLANT/TRUCK: 7/959 CONCRETE TEMP. (°F) (ASTM C-1064): 97 MIX ID NUMBER: 16 TIME BATCHED: 1:13 pm AIR (%) (ASTM C-231): TIME SAMPLED: 1:45 pm WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C.143): 5 LOCATION OF PLACEMENT: Grade beams all in Area E CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYENDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 341 7 11/17/99 98000 3470 3000/28 days CHC 342 28 12/08/99 CHC 343 28 12/08/99 CHC 344 Hold Fracture mode is (A) unless othenvise noted Specifications: Making & ASTM C-31 Testing ASTM C.143. Typesof [~ ~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: William Granger FUGRO SOUTH INC. Reviewed By: ( i SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - doe Craddock SHW Group - Mike Elmore dRd 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 18, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 15, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7078654 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 87 PLANT/TRUCK: 7/955 CONCRETE TEMP. (°F) (ASTM C.t064): 85 MIX ID NUMBER: 16 TIME BATCHED: 1:37 AIR (%) (ASTM C-231) .' TIME SAMPLED: 2:15 WATER ADDED (gal): 3 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grade beam, Line GK at F3, Area F 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 269 7 10/22/99 88000 3110 3000/28 days CHC 270 28 11/12/99 109000 3860 CHC 271 28 11/12/99 112000 3960 CHC 272 Hold Fracture mode is (A) u~less otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ D Cudng: Me.ods: 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 18, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 15, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7078660 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 88 PLANT/TRUCK: 7/612 CONCRETE TEMP. (°F) (ASTM C-1064): 85 MIX ID NUMBER: 16 TIME BATCHED: 2:15 AIR (%) (ASTM C.231): TIME SAMPLED: 3:05 WATER ADDED (gal): 5 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grade beam, Line GG at F3, Area F 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 273 7 10/22/99 97000 3430 3000/28 days CHC 274 28 11/12/99 113000 4000 CHC 275 28 11112/99 115000 4070 CHC 276 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 TestJng ASTM C-143. Typesof ~] ~ ~ B Curing: 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 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. Jo Dal- Mac Construction Co. Report Date: November 18, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 20, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 7078801 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 80.1 PLANT/TRUCK: 7/755 CONCRETE TEMP. (°F) (ASTM C-1064): 72.1 MIX ID NUMBER: 16 TIME BATCHED: 1:15 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 2:00 WATER ADDED (gal): 0 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143): 4.5 LOCATION OF PLACEMENT: Grade beam on Line DB between G5 and C6 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) C HC 277 7 10/27/99 108000 3820 3000/28 days CHC 278 28 11/17/99 126000 4460 CHC 279 28 11/17/99 128000 4530 CHC 280 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Tyl~esof ~ [~ [~ D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: /J 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 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 18, 1999 PROJECT: Coppell High School PROJECT NO.' 0791-2208 REPORT NO: 4 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 INSPECllON: Structural Steel Inspection } Visual Inspection of Welds on (Str I Steel - Metal Deck Units) or Ultrasonic Teeflng or Magnetic Particle Inspection of Welds 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 Regorts for S~ecific Items Insl~cted or Tasted and Tyae of Insoection or Testina gerformed 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 ~ deviations noted during Insp~'tion. which are being ex~'mcted at time of Ins~:tion, are not being listed on Report. NOTE: Inspection was performed to verify compliance to Project specifications. Conb-act Documents, Drawings. and Governing Codes} AWS, AISC. ASTM. SJL. ASNT. ANSI Inspected By: Doug Post, AWSICertified 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-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 18, 1999 PROJECT: Coppell High School PROJECT NO: 0791-2208 REPORT NO: 4 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 2 Mislocation of anchor Area H G 10 @ Drawings Corrections have been made per bolts on column base GH, attachment C RFI Ill, except bolt spacing was 11/18/99 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, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT) STR-1 FUGRO SOUTH, INC. ~ ;~I 2880 Virgo Lane: Dallas, Texas 75229 Ph (9721 ,s84-8301; Fax (972) 620-7328 FIELD ERECTION - MEMBERS INSPECTED or TESTED REPoRTPROJECT:No: ~ .~11 ~,~ ~c ~'~I PROJECTeD:PAGE In Non Type of Inspe~ion Location Compliance Compliance Che~ s~ze anQ Proje~on of An~ Bolt Che~ Nu~ on AnCot B~= / ~ght ~~ ~ ~p_ ~ ~, Che~ Ere~on Pr~dures C~eck for Oamaged Membem Check Weldem Qualifi~fion Re~rds Che~ Fit-Up of Welded Visual Quali~ of Welds on Jois~ / Gi~em Visual Quali~ of Welds on Misc Stol visual Quali~ of Welds on Pre Cast ~nne~ Visual Quali~ of Welds on ~m~i~ ~ Visual Quali~ of Welds on R~f De~ visual Quali~ of Wel~s on Shear S~ds , Check Size of Welds on S~ml S~el Che~ Size of Welds on J~s~ / Gi~em Che~ Size of Wel~s on Misc Steel Che~ Size of Welds on Pm ~st ~nne~on Check Size of Welds o~1 R~f Oe~ : C~e~ Size of Welds on Shear Studs : Ul~asonic Testing of Welds ~/ Mag Panicle Testing of Welds Repcm hand wdtten at time of inspection by Field Inspector ~ in ~ox = In complian~ Repo~ ~v~il be submiEed as is and not ~ X in box = Non compliance } See Non comgliance re;o~ Inspected By: Doug Post, AWS/Ce~fied Welding Inspec:or, ASNT;Ce~ified Level 2 (UT, MT) STR-2 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD ERECTION - MEMBERS INSPECTED or TESTED REPORT NO: PAGE Ty~ of In~pe~on Location In Non Compliance Compliance Check Bolt ~gh~ning ProCure Che~ Conne~on f~ R~ui~ No. of Bol~ ~/ I Check B~t Tigh~ess ~ Toque Wren~ Visual Inspecaon of Tension ~n~l Bol~ 8eadng B~ted ~ne~ons I Snug Tight ,~i Check Bolted Conne~ / Turn of Nut Che~ Ga~ on Load~ Indictor W~hem : Che~ Size. Leng~, and No. of Shear Che~ Gauge of ~m~site De~ Che~ Gauge of R~f Che~ Size ~p Conn~on on Com~ite De~ ~e~ Size ~ on R~f De~ Chec~ Ins~lla~on of Bddging ~ Jois~ / Oi~ers Check Ins~llafion of ~pansion ~om ~ Repot, ",and written at time of inspection by Field Inspector ~' ~n box = In compliance Recoc.-,v~ll ~3e submitted as is and not typed X in box = Non compliance } See Non compliance repo~ Inspec:ed By: Doug Post, AWS;CertJfied Welding Inspector, ASNT/Certified Level 2 (UT. MT) ST.R-3