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Coppell Trade-CS050706 AMEATEE ENI31NEERINI3 6440 N. £enl:ral Expressway ~ul£e 414 Dallas. Texas 75206 Tel. [214! 373-i180 F,4X (214) 373-~580 July 6, 2005 City of Coppell Dept. of Engineering 255 Parkway Blvd. Coppell, Texas 75019 Attn: Larry Davis Chief Inspector Re; Concrete Mix & Test Results Box Culvert Wing Walls Coppell Trade Center Dear Larry, I have reviewed the attached delivery tickets and compressive strength test results for the concrete used on the box culvert wing walls at the west end of the drainage channel on the referenced project. The 28-day breaks range from 4,310 to 5,800 psi-all in excess of the specified 4,000 psi. Based on the attached information, I see no reason to suspect inferior materials. Assuming the workmanship meets the Ci~s requirements, I recommend the referenced improvements be accepted. Please call me if you have any questions. Sincerely, MAEATEE EN INEERIN Daytox~C. Macatee, P.E. Cc: Keith Marvin, P.E. Bennett Ratliff Paul Bosco Attachments: Delivery Tickets Compressive Stength Test Results CONCRETE COMPRESSIVE STRENGTH TEST Report Number:. 94051081.0062 Service Date: Apdl 29, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 lrerracon 8901 Carpeflte~ Fnvy, Ste #100 Dallas, T,~-~ 75247 (214) 630-1010 RepoK Date: May 31, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppell, TX Project Number:. 94051081 Material Information Specified Strength: 4000 psi ~} 28 Days Batch Time: Supplier. LMC Truck No: 0 Ticket No: Mix I.D. No.: 1701 WaterAdded Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 3.75 Air Content, %: 4.7 Concrete Temperature? F: 80 Ambient Temperature, o F: 75 Plastic Unit Weight, pcf: 146.0 Sample Information Sample Time: 2:20 pm Date Cast: April 29, 2005 Technician: Moe Odom Weather Conditions: Fair Accumulative Yards: 3.5 Placement Method: Direct Discharge Sample Locations: See Placement Location Placement Location: Two Head Walls, Sta. 0+00, Line B 27'; Sta. 0+00, Line A 24" Specification Test Method 4.0 ASTM C143 3-7 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Ama Date Test Lead Strength No. ID (inches) (sq. inches) Tested (days) I I 6.O0 28.27 05/06/2005 7 110,890 3,920 I 2 6.00 28.27 05/06/2005 7 110,120 3,890 Average 3,9t0 I 3 6.00 28.27 05/27/2005 28 164,580 5,820 I 4 6.00 28.27 05/27/2005 28 163,530 5,780 Average 5,800 Semces - Obtain samples of fresh concrete at the placement locations, pen~orm required field tests and cast compressive strength samples. Technician: Moe Odom Reped Dist;ibution: (1) Coflpea Trade Ce~e~ LP (1) Phtd~mJ (1) c~cop~d *rx (1) C~*C~pd TX (1) Menknan Asso~ Inc Reviewed by: Rol:~'t D. Ray, S.E.T. Sen~ Project Mana0~ The teds were pedormed in general accmdance w~h applicab~ ASTM, AASHTO, or DOT test meihods. This rep~ is exclusively for the use of t~e ~ient indicat~l above aM shal not be rqxoducad except in full wlthoul ~e wrilte~ =:merit d our ~. Test results transmilted herein are ody applicable to t~e ~-~ ~ samples tested aHhe kx:ation(s) referenced and are n~ ne~q~y indicalNe d I~e ~ ~ ~ ~ ~i~ ~ ~ matedals. CONCRETE COMPRESSIVE STRENGTH TEST Report Number:. 94051081.0066 Service Date: May 31, 2005 Client:. Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 1Fenacon 8901 Ca,-~nte~ Fn~y, Ste #100 Dallas. Texas 75247 (214) 630-1010 Report Date: June 23, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppell, TX Project Number:. 94051081 Material Infor'mation Specified Strength: Batch Time: Supplier. Track No: Mix liD. No.: Ticket No: Sample Information Sample Time: Date Cast: May 23, 2005 Technician: Contractor Made Weather Conditions: Placement Method: Sample Locations: E side Wing Wall Placement Location: Double 8x4 Box Culvert, Wing Wall, E side Field Test Data Test Result Specification Test Method Slump, inches: Air Content, %: Concrete Temperature, O'F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 I I 6.00 28.27 05/30/2005 7 130,230 4,610 I 2 6.00 28.27 05/30/2005 7 123,650 4,370 Average 4,490 I 3 6.00 28.27 06/20/2005 28 160,720 5,680 I 4 6.00 28.27 06/20/2005 28 155,950 5,520 Average 5,600 Comments: Not tested for plastic unit weight. Services - Pick up test cylinders cast by others and return them to the laboratonj for curing and testing. Technician: Laramie S. Chronister Report Distribution: (1) Cof~ Tra~ C~ LP (1) P~ As~'.~m I~ (1) ci~,~c~ TX O) ci~ d ce,~a~m TX Reviewed by: Robert D. Ray, $.E.T. Seni~x Project Mallager The e_,~d,: were perfomled in general accordance wi81 aplflicabie ASTM, AASHTO, or DOT test methods. This report Is exc~us~ely for the use o~ file c~t mate~ls. Pa~e 1 of I CONCRETE COMPRESSIVE STRENGTH TEST Report Numbe~. 94051081.0067 Service Date: May 31,2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 8901 ~ Frwy. Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 30, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppell, TX Project Number:. 94051081 Material Information Specified Strength: Batch Time: Supplier:. Track No: Mix I.D. No.: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Sample Information Sample Time: Date Cast: May 22, 2005 Technician: Contractor Made Weather Conditions: Placement Method: Sample Locations: E Wing Wall Footing Placement Location: Double 8x4 Box Culvert, Wing Wall Footing Result Specification Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested I I 6.00 28.27 05/29/2005 I 2 6.00 28.27 05129/2005 1 3 6.00 28.27 06/19/2005 I 4 6.00 28.27 06/19/2005 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 123,250 4,360 7 119,860 4,240 Average 4,300 28 138,900 4,910 28 145,800 5,160 Average 5,040 Comments: Not tested for plastic unit weighL Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. Technician: Laramie S. Chronister Report Distribution: (1) CO~ Trade Ce~-]M~ LP (1) Pri~ard As~x~ates In¢ (1) ca~(~ cq)M~ Tx (1) c~ ~ cop~4~ TX (1) MMriman Assoc I~c (1) McFadden & MIIl~ Reviewed by: Robert D. Ray, S.E.T. ~ Projecl Manage~* The tests were Pedem~d in geMral acc~dance Yeah apl~acat~ ASTM, AASHTO, or DOT test melhods. This reflo~ is e~clusNely for the use of the clie~ ind~ above and ~,~al n~ be reproduced e~cepl in fu~ wflhou{ the wfltten conser~ d our company. Te~ resuEs t~ansraJtted herein are o~y ~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number:. 94051081.0059 Service Date: April 28, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 rracon 8.qo1 Ca~enle~ Finny, Ste #100 Dallas, T~xas 75247 (214) 630-1010 Report Date: May 31, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppell, TX Project Numbe~. 94051081 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 2:45 pm Plant: 6 Supplier:. LMC Truck No: 5015 Mix I.D. No.: 1701 Water Added Onsite Before Test: Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 4.00 Air Content, %: 4.9 Concrete Temperature, o F: 87 Ambient Temperature, o F: 94 Plastic Unit Weight, pcf: 143.2 Laboratory Test Data Ticket No: 6249566 0 Gallons Sample Information Sample Time: 4:00 pm Date Cast: April 28, 2005 Technician: Moe Odom Weather Conditions: Fair Accumulative Yards: 10 Placement Method: Direct Discharge Sample Locations: Line E Inlet, Sta. 0+30 Placement Location: 10' Inlets, Line E, Sta. 0+30; Line D, Sta. 0+30; Une B, Sra. 0+25 Specification Test Method 5.0 3-7 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 I 6.00 28.27 05/05/2005 7 83,710 2,960 I 2 6.00 28.27 05/05/2005 7 78,350 2,770 Average 2,870 I 3 6.00 28.27 05/26/2005 28 123,090 4,350 I 4 6.00 28.27 05/26/2005 28 120,800 4,270 Average 4,310 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Moe Odom Report Distribution: (1) ~ Tra~ C.e.~ LP (1) P~ard Ass~ela~s thc (1) C~t,/,~ ~ TX (1) CH~ (~ Col~ell 'I'X (1) Menlman Assoc Inc (1) I~Faddm & IW~r Reviewed by: Robert D. Ray, S.E.T. s~ Pro~ Manage~ The lests were perforated in gene~ accordance w~ applicable ASTM, AASHTO, or DOT test ~. This repo~ is e~clusively for the use o~ t~ clien( to t~e actual samples tested at b~e kx:afion(s) re~e~enced and a~e no~ nec~-*~nly inckative of t~e ~ ~ ~ ap~ ~m~ ~ ~ Page ~ of ~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number:. 94051081.0057 Service Date: April 27, 2005 Client: Coppell Trade Center LP Attn: Al So.els 5055 Keller Springs Rd Ste 300 Addison TX 75001 8901 Ca~oe~er Finny, Ste #I00 Dallas, Texas 75247 (214) 630-1010 Report Date: May 27, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppell, TX Project Number:. 94051081 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 2:50 pm Plant: 7 Supl~ier. LMC Track No: 1045 Mix I.D. No.: 1701 Water Added Onsite Before Test: Water Added Onsite After Test: 0 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 7152171 0 Gallons Sample Information Sample Time: 3:25 pm Date Cast:April 27. 2005 Technician: Moe Odom Weather Conditions: Fair Accumulative Yards: 10 Placement Method: Direct Discharge Sample Locations: 15' Inlet, Lateral C3, 0+42 Placement Location: Line E, D, F, C, Head Walls, 0+00 one 10' inlet Line F, 0+29; Lateral C3, 15' inlet 0+42 Result Specification Test Method 3.00 5.0 ASTM C143 ASTM C231 85 ASTM C1064 85 ASTM C1064 148.4 ASTM C138 Age at Maximum Compressive Se! Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) I 1 6.00 28.27 05/04/2005 7 97,910 3,460 1 2 6.00 28.27 05/04/2005 7 102,790 3,630 Average 3,550 1 3 6.00 28.27 05/25/2005 28 132,620 4,690 I 4 6.00 28.27 05/25/2005 28 131,490 4,650 Average 4,670 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Moe Odom Report Distribution: (1) c_.~p~ Trade C.e~ LP (1) Cay~," ~1~ TX (1) city c~ c~e,~ TX (1) Mer~tan Assoc In~ (1) Mr. Fadde~ & Idill~ Reviewed by: Robert D. Ray, S.E.T. The te~ w~e pe~o~med in gem~ral acc~xdance wi~ app#cat~e ASTM, AASHTO, ~x DOT te~t me.ods. This re~oott is exclusively for the use of the client ma{e~s. Pale I of 1 0~.~..~, CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051081.0030 Service Date: April 4, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 89ot ~ Frwy, S~e #100 Dallas, Texas 75247 (214) 6~O-lOlO Report Date: May 04, 2005 Project: Coppell Trade Center NWC Sandy Lake & State St Coppetl, TX Project Number:. 94051081 Material Information Specified Strength: 4200 psi ~ 28 Days Batch Time: 4:15 am Plant: 1 Supplier. Redi-Mix Truck No: 223 Mix I.D. No.: 115 Water Added Onsile Before Test: Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 2.25 Air Content, %: 0.8 Concrete Temperature,o F: 84 Ambient Temperature, o F: 76 Plastic Unit Weight, pcf: 146.0 Laboratory Test Data Ticket No: 144638 0 Gallons Sample Information Sample Time: 6:15 pm Date Cast:April 4, 2005 Technician: Moe Odom Weather Conditions: Cloudy Accumulative Yards: 20 Placement Method: Direct Discharge Sample Locations: 16+75 Placement Location: Cast-in-Place Manholes for 8" S Sewer Service, S1 Line 0+00 and 16+75 Specification 5.0 Max Set Specimen Diameter Area Date No. ID (inches) .(sq. inches) Tested I 1 6.00 28.27 04/11/2005 I 2 6.00 28.27 04/11/2005 I 3 6.00 28.27 05/02/2005 I 4 6.00 28.27 05/02/2005 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 125,910 4,450 7 125,300 4,430 Average 4,440 28 150,800 5,330 28 156,380 5,530 Average 5,430 Sen, ices - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Moe Odom Report Disflibation: (1) rC,,,~,? Trade C~der LP (1) ~ .~.sse¢~aes In= Reviewed by: Robert D, Ray, S.E.T. Senior Pr0)ec( Manage~ 'The t,.~= were performed in general accordance wi~ apfflicat~ ASTM, AASHTO, o~ DOT test me~hods. This report is e~R~ely fo~ the use of tt~e client to the actual saml:~S tested at the location(s) referenced and are not ~q'ly indica~ve of the properties of ~ a~ al~ ~ ~ materials.