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ST9905DR-LR060202T Construction Materials Testing and Environmental Consulting °Iexas CI~'~°, Imcv 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: February 2, 2006 Date Concrete Placed: January 3, 2005 Standard 6"x12" Client: City of Coppell Area 28.27 Square Inches Project Bethel Road I Drainage Project Concrete Report No.: 7 Phase A (ST 99-OS) Contractor: In Construction Project No.: 205-0202 Concrete Supplier and Plant: LMC 6 Location of Placement: Culvert Wa11S MATERIALS source/ ssD Bath Wta. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: Cament: P1~- Ash: Coarse Aggregate: Intermediate Aggregate Fine Aggregate: Admixtures: 2 Added Water: 1701 Time Sample Batched: 12:53 pm Time Sampled: 01:41 pm Sample Location: 220' S. & 15' E. of SE corner of Bethel & Freeport Truck/Ticket No: 9 8 0/626 7 8 5 8 Temperature: Ambient Range: 75°F Concrete Range: 76°F Slump Range (inches): 4'/~" Weather Conditions: Clear Time Started: ]2:30 pm 0 gallons Time Completed: 03:00 pm Sample Air Content (%): 5% Total Cubic Yazds Placed: 10 Remtired Strenoth fl.hs./sa_ial' 3600 Specimen Vumber Measured Slum (in. Age (Dais Dale Tested Total Load tbs. Compressive Strength (Lbs./Sq.ln.l Remarks ~_ BET 25 7 01/10/06 83,920 2,970 BET 26 28 01/31/06 90,180 3,190 BET 27 4/2 28 01/31/06 99,280 3,510 BET 28 H HOLD Test Methods Utilized Fracture Regular Cylinders Made By: JG ASTM C-31,C-39,C-143 Unless Noted Otherwise Remarks and/or Distribution: cc: Ms. Suzan C. Taylor -City of Coppell Texas CM'I', Znc. Reviewed by: \J AI I lotmrs and reports arc for [he exclusive use of the client to whom they are addresst~ and shall not be reproduced wiilaut the full approval of Tcx~xas CMTs, Inc. The use o our namr: must recorve our prior written approval. Our letters and relwns apph only a the sample tested and/or observud and arc tat necessarily indicative of the quantities of apparently identical or similar products. C ~C~X~S ~~~ ~~~~ T Construction Materials Testing and Environmental Consulting 10044 Monroe Drive Dallas, Texas 75229 (214) 352-695? Fax (214) 352-6972 www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: February 2, 2006 Date Concrete Placed: January 25, 2005 Standard 6"x12" Client City of Coppel l ~ n.~ Area 28.27 Square Inches Prq~ect: Bethel Road I Drainage Project \ J 5~ Qz Concrete Report No.: 13 Phase A (ST 99-OS) Y~ ~v"" Contractor: JN Construction Project No.: 205-0202 Concrete Supplier and Plant: LMC 3 Location of Placement: Wa~~ MATERIALS s°urce~ SSDBatohwts. OBSERVATION DATA Description (LbsrCuYd) Mix Number: 1701 Time Sample Batched: 01:28 pm Cement: Time Sampled: 02:13 pm FIv Ash: Sample Location: 50' E. of existing box culvert under Freeport Pkwy. - 3 wall from south Coarse Aggregate: Truckll'icket No: 1049/3207969 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 64°F Admixtures: Concrete Range: 61°F Slump Range (inches): 4" 1 Weather Conditions: Partly Cloudy 2 Time Started: 01:00 pm Added Water: 5 gallons Time Completed: 03:45 pm Sample Air Content (%): 4% Total Cubic Yazds Placed: 10 Required StrenLrth (LbsJsa.in.l: 3600 Specimen Number Measured Slum in. Age Da s Date Tested Total Load (Lbs. Compressive Strength Lbs /S In. Remarks BET 49 7 02/01 /06 121,860 4,310 BET 50 28 02/22/06 BET 51 4„ 28 02/22/06 BET 52 H HOLD Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31,C-39,C-143 (Unless Noted Otherwise Remarks and/or Distribution: cc: Ms. Suzan C. Taylor -City of Coppel( Texas CMT Inc. Reviewed by: ~ ~) ` _ All letters and roports are for the czclusivc use of tlu client [o whom they arc addressed and shall not be reproduced without the full approval of Texas CMTs, Inc. The use of our name must nxeivc our prior urit[cn approval. Our Ictu;rs and reports apply only to thx: sample test d ardor observed and are not necessarily indicative of the quantities of apparently identical or similar products. ~C°~X~S ~~1[~9 ~.~~v T Construction Materials Testing and Environmental Consulting 10044 Monroe Drive Dallas, Texas 75229 (214) 352.6957 Fax (214) 352-6972 www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: February 2, 2006 Date Concrete Placed: January 24, 2005 ,I ~ Standard 6"x12" Client: Cl>)' Of COppell ~~V Area 28.27 Sanare Inches Prq~ect: Bethel Road I Drainage Project ~~ Lf 9 Concrete ReportNo.: 12 Phase A (ST 99-OS) _J" Contractor: .Ilv COriStrUCtlOri V Project No.: 205-0202 Concrete Supplier and Plant: LMC 3 Location of Placement: Wall MATERIALS Sonrce/ ssDaatchwts OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample-Batched: 01:24 pm Cement Time Sampled: 02:15 pm Sample Location: I S' E. of existing box culvert under Freeport Pk~tiy. Ply Ash: ~ 2" wall from south Coarse Aggregate: Truck/Ticket No: 1049/3207885 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 67°F Admixtures: Concrete Range: 66°F Slump Range (inches): 5 h" I Weather Conditions: Clear 2 Time Started: 01:00 pm Added Water: 0 gallons Time Completed: 04:00 pm Sample Air Content (%): 5% Total Cubic Yards Placed: 20 Required Streneth (Lbs./sa.in.): 3600 Specimen Number Measured Slum lin. Age Da s Date Tested Total Load Lbs. Compressive Strength Lbs./S .ln. Remarks BET 45 7 01/31/06 97,800 3,460 BET 46 28 02/21/06 BET 47 5,/2„ 28 02/21/06 BET 48 H HOLD Test Methods Utilized Fracture Regular Cylinders Made By: MR .4STM C-31,C-3QC-143 Unless Noted Otherwise Remarks and/or Distribution: cc: Ms. Suzan C. Taylor -City of Coppell Texas CMT, Inc. Reviewed All Ieta:rs and reports arc for [he exclusive use of [he client to whom th 7 are addressed and shall not be repraduccd without the full approval of Texas CMTs, [rte. The use of dLr name must nxcive our prior written approval. Our letters and reports appF only [o the sample tested and~or observed and are not necessarily indicative of the quantities of apparently identical or similar products. T Construction Materials Testing and Environmental Consulting P][~exas CT, Inc. 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352.6972 www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: February 2, 2006 Date Concrete Placed: January 26, 2005 Standard 6"x12" Client t'ity of t:Oppe~l Area 2&.27 Square Inches I'ro~ect Bethel Road I Drainage Project Concrete Report No.: 14 Phase A (ST 99-OS) Contractor JN Construction Project No.: 205-0202 Concrete Supplier and Plant LMC ~ Location of Placement Wald MATERIALS sourc°~ SSD Batch Wt5 OBSERVATION DATA Description (Lbs/CuYd) Mix Number 1701 Time Sample Batched: 02:07 pm Cement Time Sampled: 02:40 pm Sample Location: 65' E. of SE corner of existing box culvert under I Iv Ash: - Freeport PkNry. - 1' vertical wall from south Coarse Aggregate: TrueklTicket No: 5016/7160657 Intcnncdiate Aggregate: Temperature: Fine Aggregate: Ambient Range: 62°F Concrete Range: 55°F Admixtures: Slump Range (inches): 5" 1 Weather Conditions: Cloudy 2 Time Started: 01:00 pm Added Water 5 gallons Time Completed: 04:15 pm Sample Air Content (%): 4% Total Cubic Yazds Placed: 7 Remtired Strength (Lhs /sa.in.l: 3600 Specimen Vumber Measured Slum in Age C)a s) Date Tested Total Load (Lbs. Compressive Strength (Lbs.iS In. Remarks BET 53 7 02/02/06 80,160 2,840 BET 54 28 02/23/06 BET 55 5„ 28 02/23/06 BET 56 H HOLD Test M11ethods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31,C-39,C-743 Unless Noted Otherwise Remarks and/or Distribution: cc: Ms. Suzan C. Taylor -City of Coppell Texas CMT, Inc. Reviewed by: _ :\II tar: rs anJ rcpats are for the esclusivc ux of [he client [o whom they arc addressed and shall not be reproduced without the full approval of Texas CMTs, Inc. The use of our mm~e must receive our prior wri[u;n approval. Our letters and rayons appb only [o the sample ustrd and/or obsencd and arc not necessarily irdicadve of the quantities of apparently identical or shnilar products. T Construction Materials Testing and Environmental Consulting ~~~~5 ~S.i 1, Incs 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: February 2, 2006 Date Concrete Placed: January 27, 2005 Standard 6"x l2" Client City of Ccppell Area 28.27 Square Inches Project: Bethel Road I Drainage Project Concrete Report No.: l 5 Phase A (ST 99-OS) Contractor: JN C0113IrUCt1017 ProjectNo.: 205-0202 Concrete Supplier and Plan t LMC 3 Location of Placement BOX Culvert - bO1t0177 half MATERIALS s°urce! SSDBatchWts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number. 1701 Time Sample Batched: 1 L~7 am Cement Time Sampled: 12:45 pm Sample Location: ~0' E. trom SW corner ofculvert -bottom half Ply Ash - Truck/Ticket No: 5022/3208122 Coarse A~_~regate: Temperature: lnicnnediate Aggregate: Ambient Range: ~5°F Fine Aggregate: Concrete Range: 60°F ' Slump Range (inches): 5 h Admixtures: Weather Conditions: Cloudy I Time Started: 11:30 am 2 Time Completed: 02:00 pm Added ~~t'ater: 0 gallons Sample Air Content (%): 4.5°/n Total Cubic Yards Placed: 7 Renuired Streneth (t,hs./sa.in.l: 3600 Specimen Number Measured Slum (in. Age (Days) Date Tested Total Load Lbs. Compressive Strength Lbs./S In. Remarks BET 57 1 5 02/01/06 127,52) 4,510 BET 58 28 02/24/06 S,h„ BET 59 28 02/24/06 BET 60 H HOLD Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTS1 C-31,C-39,C-143 (Unless Noted Otherwise Remarks and/or Distribution: ~c: Ms. Suzan C. Taylor -City of Coppell L Texas CMT, Inc. Reviewed by: ~J ~ :\II leucrs and reports arc for the csclusivc use of the client to whom they are addressed and shall no[ be reproduced without the full approval of Texas CMTs, Inc. The use of our name must receive cur prior written approval. Our letters and reports apply onh~ to the sample tested and/or observrd and are nol cecessanly indicative of tlu quantities of appan;ndy identical or similar pr°ducts.