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Prestwick-LR011002· GE©TECHNICAL ENGINEERING E[. ENVIRONMENTAL CONSULTING GEE Consultants, Inc. · CONSTRUCT ON MATER ALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: October 2, 2001 Date Concrete Placed: September 24, 2001 Standard 6"x12" Client: B.A.V. Development, Inc. Area 28.27 Square inches Project: Prestwick Court Concrete Report No.: 4 Contractor: Gilco Contracting, Inc. Project No.: 200-0361 Concrete Supplier and Plant: Hanson #29 Location of Placement: Pavement MATERIALS sou~, ~sD ..,~. w,~ OBSERVATION DATA Mix Number: 7718 Time Sample Botched: 08:09 am Cement: Time Sampled: 09:50 am Fly Ash: Sample Location: 31' N, Of PT l +49.58; 21' W. of Station C 0+00 Coarse Aggregate: Truck/Ticket No: 2/814680 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 60°F Concrete Range: 78°F Admixtures: Slump Range (inches): 2" I Weather Conditions: Clear 2 0Time Started: 07:00 am Added Water: /5 gallons Time Completed: 06:30 pm Sample Air Content (%): t % Total Cubic Yartis Placed: 50 Reqth d Strensth (Lbs./sq.in.): 3~500 PRE 13 7 10/01/01 117,080 4,140 PRE 14 28 10/22/01 2- PRE 15 28 10/22/01 PRE 16 H HOLD ASTM C.31.C_39.C.143 (Unless Noted Oth~rwiset Cylinders Made By: EA Remarks and/or Distribution: Mr. Bob Delsanter - B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. Mr. Larry Davis - City of Coppell Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C. Mr. Royce Carter - H&W Utility Contractor Reviewed by: G · GEOTECHNICAL ENGINEERING i [ E · ENVIRONMENTAL CQNSULTINC GEE Consultants, Inc. · CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: October 2, 2001 Date Concrete Placed: September 24, 2001 Standard 6"x12" Client: B.A.V. Development, Inc. Area 28.27 Square Inches Project: Prestwick Court Concrete Report No.: 5 Contractor: Gilco Contracting, Inc. Project No.: 200-036l Concrete Supplier and Plant: Hanson #29 Location of Placement: Pavement MA FERIALS s,,~=,, ~so ~.~,~ ,~,~ OBSERVATION DATA Mix Number: 7718 Time Sample Batched: I1:22 am Cement: Time Sampled: 11:50 am Fly Ash: Sample Location: 17' from PT 1 +49.58 south: 5~ from Coarse Aggregate: Truck/Ticket No: [883/814705 intermediate Aggregate: Temperature: Pine Aggregate: Ambient Range: 67°F Concrete Range: 78°F Admixtures: Slump Range (inches): 1.5" l Weather Conditions: Clear 2 0Time Started: 07:00 am Added Water: 0 gallons Time Completed: 06:30 pm Sample Air Content (%): 3% Total Cubic Yards Placed: 180 Result .l Strenl~th (Lbs./sq.in.): 3,500 PRE 17 7 10/01/01 104,740 3,700 PRE 18 28 10/22/01 1.5" PRE 19 28 i0/22/01 PRE 20 H HOLD Test Methocis Utilized Fracture Regular Cylinders Made By: EA Remarks and/or Distribution: Mr. Bob Delsanter - B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. Mr. Larry Davis - City of Coppell Mr. Robert Hodges -Angelo Iafrate Construction, L.L.C. Mr. Royce Carter - H&W Utility Contractor ~EE Consultants, Inc. Reviewed by: · NVIRON I TALCONS LT,N GEE Consultants, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: October 2, 2001 Date Concrete Placed: September 24, 2001 Standard 6"x12" Client: B.A.V. Development, Inc. Area 28.27 Square Inches Project: Prestwick Court Concrete Report No.: 6 Contractor: Gilco Contracting, Inc. Project No.: 200-0361 Concrete Supplier and Plant: Hanson #29 Location of Placement: Pavement MA FERIALS ~ou~.~, ~so u.,~h w,,. OBSERVATION DATA Mix Number: 7718 Time Sample Batched: Cement: Time Sampled: Sample Location: Fly Ash: Truck/Ticket No: Intermediate Aggregate: Ambient Range: 69°F Fine Aggregate: Concrete Range: 82°F Simp Range (inches): 1.75" Admixtures: Weather Conditions: Clear I 0Time Started: 07:00 am 2 Time Completed: 06:30 pm Added Water: 0 gallons Sample Air Content (%): 5% Total Cubic Yar~ Placed: 310 01:49 pm 02:15 pm Station 3 + 50, Prestwick Ct. N/A/814725 Requir ~d Strength (Lbs./sq.in.): 3,500 PRE 21 7 10/01/01 114,940 4,070 PRE 22 28 10/22/01 PRE 23 1.75" 28 10/22/01 PRE 24 H HOLD Remarks andfor Distribubon: cc: Mr. Bob Delsanter - B.A.V. Development, Inc, Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. Mr. Larry Davis - City of Coppell Mr. Robert Hodges - Angelo Iafrate Construction. L.L.C. Mr. Royce Carter - H&W Utility Contractor GEE Consultan=s, I~c. Reviewed by: --! · GEOTECHNICAL ENGINEERING GEE Consu nts, Inc. 10046 Monroe Drive · Dallas, Texas 75229 (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: October 2, 2001 Date Concrete Placed: September 24, 2001 Standard 6"x12" Client: B.A.V. Development, Inc. Area 28.27 Square Inches Project: Prestwick Court Concrete Report No.: 7 Contractor: Gilco Contracting, inc. Project No.: 200-0361 Concrete Supplier and Plant: Hanson #29 Location of Placement: Pavement MA [ERIALS so~.c~, ~sr, ~,.. w,~ OBSERVATION DATA Mix Number: 7718 Time Sample Batehed: N/A Cement: Time Sampled: 05:10 pm Fly Ash: Sample Location: 35' N. & 10' E. of sandary sewer @ end of Coarse Aggregate: Truck/Ticket No: 103/7207 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 71 °F Concrete Range: 85°F Admixtures: Slump Range (inches): 2.25" t Weather CondiPons: 21ear 2 0Time Started.: 07:00 am Added Water: 0 gal[om Time Comple~xl: 06:30 pm Sample Air Content i%): 5% Total Cubic Yards Placed: 460 Requlr :d Strength (Lbs./sq.ir): 3.500 PRE 25 7 10/01/01 115,040 4,070 PRE 26 28 10/22/01 2.25" PRE 27 28 10/22/01 PILE 28 H HOLD Test Metllods Utilized Fracture Regular Cylinders Made By: EA Remarks and/or Distribution: Mr. Bob Delsa,nter - B.A.V, Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. Mr. Larry Davis - City of Coppell Mr. Robert Hodges - Angelo lafrate Construction. L.L.C. Mr. Royce Carter - HAW Utility Contractor Reviewed by: