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SC-Coppell HS-LR 991213FUGRO 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: December 13, 1999 PROJECT: Coppell High School, CoppelI, Texas Project No.: 0791-2208 SAMPLE DATE: November 10, 1999 CONTRACTOR: Dal Mac TICKET NO.: 7079736 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 87 PLANT/TRUCK: 7/959 CONCRETE TEMP. (°F) (ASTM C-10~4): 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 CYLINDER 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 123000 4350 CHC 343 28 12/08/99 125000 4420 CHC 344 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Types°f [Z] ~ ~ E~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: William Granger FUGRO SOUTH INC. Reviewed By: ~'~1~. -~_..,,..,~...,..__ SMH/rm Distribution: DaI-Mac Construction - Dam~n 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: December 13, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 10, 1999 CONTRACTOR: Dal Mac TICKET NO.: 7079747 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 82 PLANT/TRUCK: 7/757 CONCRETE TEMP. (°F) (ASTU C-1064): 74 MIX ID NUMBER: 16 TIME BATCHED: 2:54 pm AIR (%) (As?u c.231): 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 128000 4530 CHC 347 28 12/08/99 126000 4460 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTMC-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: -~' 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) 484-6301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 13, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 1 DATE PERFORMED: December 10, 1999 Location: Drilled Piers Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present¢} Used Remarks ff. 69 18 4.2 9.0 9.3 13.5 Yes Yes Yes 68 18 4.2 8.0 8.3 12.5 Yes Yes Yes 67 18 4.3 8.0 8.0 12.3 Yes Yes Yes 163 18 4.0 6.0 7.0 11.0 Yes Yes Yes 158 18 4.2 8.0 8.4 12.6 Yes Yes Yes 154 18 4.4 8.0 8.2 12.6 Yes Yes Yes 150 18 6.5 8.0 8.2 14.7 Yes Yes Yes 13 24 7.5 6.0 6.2 13.7 Yes Yes Yes 48 24 4.3 6.0 6.5 10.8 Yes Yes Yes 46 30 4.5 10.0 10.0 14.5 Yes Yes Yes 44 30 4.3 10.0 10.2 14.5 Yes No No 42 30 5.0 10.0 10.1 15.1 Yes No No 40 30 5.5 10.0 10.2 15.7 Yes No No 38 30 5.0 10.0 10.1 15.1 Yes No No 49 30 1.5 10.0 10.1 11.6 Yes No No FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 13, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 2 DATE PERFORMED: December 10, 1999 Location: Drilled Piers Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks fl. 127 18 2.0 4.0 4.7 6.7 Yes No No Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale (~) During ddlling operations; however, piers were dry prior to placement of concrete. Thomas Cranford Fugro Technician FUGRO SOUTH INC. Reviewed By: '~'"~. "~.~_,~'.z-.-~ , 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 STRUCTURAL STEEL INSPECTION REPORT CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: December 13, 1999 PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208 REPORT NO: 8 PAGE 1 Owner: Coppell lSD Architect: SHW Group Engineer: SHW Group Contractor: DaI-Mac Construction Co. 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 Tasting or Magnetic Particle Inspection of Welds and Inspection of Bolted Connections for compliance to Project specifications, Contract Documents, Drawings, and Governing Codes } AWS, AISC, ASTM, SJI, ASNT, ANSI. See attached Field Reports for $oe~iflc Items Inspected or Tested and Tv~e of Insoectlon or Testlno 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: X In Compliance X 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/Certified Welding Inspector. ASNT/Certified Level 2 (UT, MT) Distribution: Pal-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 DaI-Mac Construction Co. DATE: December 13, 1999 PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208 REPORT NO: 8 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 1 1/9/99 connection, bolts could AM @ A5, A6 column flange. (No RFI) not be installed 2 Misiocation of anchor Area H G 10 @ Drawings Corrections have been made per bolts on column base CH, attachment C RFI III, except bolt spacing was 11/18/99 plate on RFI III moved 1 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 (,.,IT. MT) STR-I FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 4848301; Fax (972) 620,7328 FIELD ERECTION - MEMBERS INSPECTED or TESTED CLIENT: (/~'_ ,o/,~/~c-// /.,-~. _~. DATE: REPoRTPROJECT:No: ~?~f?~¢// ~'/'CCH "~Cc'~'<°° c' PAGEPROJECT~NO:oF of Inspection I Location In Non Type I Compliance Compliance Check s~ze an(3 Projection of Ancl~or ~olt I Check Anct~or Bolt Group Check NutS on Anchor BoltS i Tight Check Erection Procedures Check fOr Damaged Members Check Welders Qualification Records - I Check Fit-Up of Welded Connections I Visual Quality of Welds on Structural Steel ~ /~',1~ ~ D~' ' 0/4//.~, ' /.,3 4-' Visual Quality of Welds on Joists ." Girders Visual Quality of Welds on Misc Steel Visual Quatity of Welds on Pre Cast Connection Visual Quality of Welds on Composite Deck Visual Quality of Welds on Roof Deck Visual Quality of Welts on Shear Studs Check Size of Welds on Structural Steel / / Check Size of Welds on Joists; Girders I / Check Size of Welds on Misc Steel Check Size of Welds on Pre Cast Connection Chec~ Size gl: Wetds on Composite / Roof Deck Check Size of Welcls c,n Shear Stucs Ultrasonic Testing of Welds ~'~, ,%lag Particle Testing of Welds P,e=ort .",an~t written at time of inspection b? Field Inspector ~' in 3ex = In compiiance ~epo.~, ~v~ll 3e submiEed as is and not ~ped X :n box = Non compt;ance .'., See NO~ :c.---;~ia~;a 'e:c-'. Inspec".eC By: DOUg Post. AWS~Cert:~e3 We;drag :ns;ec:;r. AS;qT-'Ce~ifed .e':ei 2. :'jT. '.!-, S-R.2 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT REVISED CLIENT: Coppell lSD, c/o Oal - Mac Construction Co. Report Date: December 13, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 1 I DATE PERFORMED: December 10, 1999 I Location: Drilled Piers Multi Purpose Building Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks ft. 69 18 4.2 9.0 9.3 13.5 Yes Yes Yes 68 18 4.2 8.0 8.3 12.5 Yes Yes Yes 67 18 4.3 8.0 8.0 12.3 Yes Yes Yes 163 18 4.0 6.0 7.0 11.0 Yes Yes Yes 158 18 4.2 8.0 8.4 12.6 Yes Yes Yes 154 18 4.4 8.0 8.2 12.6 Yes Yes Yes 150 18 6.5 8.0 8.2 14.7 Yes Yes Yes 13 24 7.5 6.0 6.2 13.7 Yes Yes Yes 48 24 4.3 6.0 6.5 10.8 Yes Yes Yes 46 30 4.5 10.0 10.0 14.5 Yes Yes Yes I 44 30 4.3 10.0 10.2 14.5 Yes No No 42 30 5.0 10.0 10.1 15.1 Yes No No 40 30 5.5 10.0 10.2 15.7 Yes No No 38 30 5.0 10.0 10.1 15.1 Yes No No 49 30 1.5 10.0 10.1 11.6 Yes No No FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT REVISED CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: December 13, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 2 DATE PERFORMED: December 10, 1999 Location: Drilled Piers - Multi Purpose Building Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present¢~} Used Remarks ff. 127 18 2.0 4.0 4.7 6.7 Yes No No Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale m During drilling operations; however, piers were dry prior to placement of concrete. Revised to clarify location as Multi-Purpose Building Thomas Cranford Fugro Technician FUGRO SOUTH INC. Reviewed By: ~,, .~'z~,.,~.~._, 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