Loading...
Valley R Baptist 2-LR030106CONCRETE COMPRESSIVE STRENGTH TEST 1ferF Con Report Number: 94021265.0069 Service Date: December 16, 2002 Dallas, Carpenter F wy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: January 06, 2003 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Proiect Number: 94021265 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 11:22am Plant: 3 Supplier: LMC Truck No: 834 Ticket No: 3153993 Mix I.D. No.: 853 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, F: Ambient Temperature, ° F: Plastic Unit Weight, pcf: Laboratory Test Data Sample Information Sample Time: 12:10pm Date Cast: December 16, 2002 Technician: Terry L. Smith Weather Conditions: Clear, mild Accumulative Yards: 10 Placement Method: Truck Discharge Sample Locations: See placement location Placement Location: Piers 210 -212 Result Specification 5.00 3 -5 N/A 60 61 Set Specimen Diameter Area No. ID (inches) ( sq. inches 1 1 6.00 28.27 1 2 6.00 28.27 3 4 Test Method ASTM C -143 ASTM C1064 ASTM C -1064 Average 2,980 01/13/2003 28 01/13/2003 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Terry L. Smith Report Distribution: HBC/Terracon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp ^ (1) Brockelte Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by �,�/ (1) HKS Inc (1) Valley Ranch Baptist Church Hussein . Project aa P.E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 °1 IL4 "°"'°"' "" Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 12/23/2002 7 84,990 3,010 12/23/2002 7 83,160 2,940 Average 2,980 01/13/2003 28 01/13/2003 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Terry L. Smith Report Distribution: HBC/Terracon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp ^ (1) Brockelte Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by �,�/ (1) HKS Inc (1) Valley Ranch Baptist Church Hussein . Project aa P.E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 °1 IL4 "°"'°"' "" CONCRETE COMPRESSIVE STRENGTH TEST lfer� con Report Number: 94021265.0061 6901 Carpenter F p rwy, Ste #100 Service Date: December 7, 2002 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: January 06, 2003 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 9402126 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 6:54am Plant: 7 Supplier: LMC Truck No: 1125 Ticket No: 7122116 Mix I.D. No.: 866 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, 0 F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.25 2.7 54 37 Set Specimen Diameter Area No. ID (inches) ( sq. inches 1 1 6.00 28.27 1 2 6.00 28.27 1 3 6.00 28.27 1 4 6.00 28.27 Sample Information Sample Time: 7:35am Date Cast: December 7, 2002 Technician: Eddie A. Elrod Weather Conditions: Cloudy Accumulative Yards: 40 Placement Method: Direct Discharge Sample Locations: See placement location Placement Location: Paving- See attached sketch Specification 3 -5 4.5 -7.5 Date Tested 12/14/2002 12/14/2002 Test Method ASTM C -143 ASTM C -231 ASTM C1064 ASTM C -1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 129,780 4,590 7 124,760 4,410 Average 01/04/2003 28 184,790 01/04/2003 28 172,940 4,500 6,540 6,120 Average 6,330 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3 o''L.oi 1—% CONCRETE COMPRESSIVE STRENGTH TEST lfer� con Report Number: 94021265.0061 Service Date: December 7, 2002 Dallas, Carpenter Fury, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: January 06, 2003 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 9402 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 8:05am Plant: 7 Supplier: LMC Truck No: 1090 Ticket No: 7122124 Mix I.D. No.: 866 Field Test Data Sample Information Sample Time: 8:40am Date Cast: December 7, 2002 Technician: Eddie A. Elrod Weather Conditions: Partly cloudy Accumulative Yards: 110 Placement Method: Direct Discharge Sample Locations: See page 1 Placement Location: See page 1 Test Result Specification Test Method Slump, inches: 5.50 3 -5 ASTM C -143 Air Content, %: 5.4 4.5 -7.5 ASTM C -231 Concrete Temperature, 0 F: 52 ASTM C1064 Ambient Temperature, ° F: 39 ASTM C -1064 Plastic Unit Weight, pcf: Laboratory Test Data The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3 01 LLW °""""°"°' Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) ( sq. inches Tested (days) (lbs) (psi) 2 1 6.00 28.27 12/14/2002 7 110,810 3,920 2 2 6.00 28.27 12114/2002 7 102,020 3,610 Average 3,770 2 3 6.00 28.27 01/04/2003 28 139,580 4,940 2 4 6.00 28.27 01/04/2003 28 130,030 4,600 Average 4,770 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3 01 LLW °""""°"°' Technician: Eddie A. Elrod Report Distribution: HBC Terracon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp (1) Brockette Davis Drake Inc (1) City of CoppelI Building Inspector Reviewed by (1) HKS Inc (1) Valley Ranch Baptist Church Hussein H. Abusaad, P. E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3 01-LL 01-F .K„ CONCRETE COMPRESSIVE STRENGTH TEST lferf con Report Number: 94021265.0061 Carpenter F wy, Ste #100 Service Date: December 7, 2002 Dallas, Texas 75247 Dallas, (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: January 06, 2003 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 94021265 Material Information Sample Information Specified Strength: 4000 psi @ 28 Days Sample Time: 11:15am Date Cast: December 7, 2002 Technician: Eddie A. Elrod Batch Time: 9:47am Plant: 7 Weather Conditions: Partly cloudy Supplier: -MC Accumulative Yards: 220 Truck No: 1042 Ticket No: 7122137 Placement Method: Direct Discharge Mix I.D. No.: 866 Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 5.25 3 -5 ASTM C -143 Air Content, %: 4.5 4.5 -7.5 ASTM C -231 Concrete Temperature, 0 F: 58 ASTM C1064 Ambient Temperature, 0 F: 51 ASTM C -1064 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) (psi) 3 1 6.00 28.27 12/14/2002 7 102,910 3,640 3 2 6.00 28.27 12/14/2002 7 99,290 3,510 Average 3,580 3 3 6.00 28.27 01/04/2003 28 129,800 4,590 3 4 6.00 28.27 01/04/2003 28 132,510 4,690 Average 4,640 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Eddie A. Elrod Report Distribution: HBC Terracon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp (1) Brockette Davis Drake Inc (1) City of CoppelI Building Inspector Reviewed by (1) HKS Inc (1) Valley Ranch Baptist Church Hussein H. Abusaad, P. E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3 01-LL 01-F .K„ -1 � o� u I ' ,- � V /,-�� J 1 006/ REPORT OF DRILLED BELLED PIER OBSERVATION Report Number: 94021265.0068 Service Date: December 16, 2002 1('err acon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Attn: Robert Feille 1501 East Belt Line Road Coppell TX 75019 Report Date: January 06, 2003 Project: Valley Ranch Baptist Church 1501 East Belt Line Rd Coppell, TX Project Number: 94021265 Services: Drilled belled pier observation On this date, a HBC /Terracon technician arrived at the above referenced jobsite as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. Technician: Terry L. Smith Report Distribution: HBC /Terracon (1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr lnsp Reviewed by (1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp HusseiW H. Abus aid, P. E. (1) HKS Inc Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 . ,, ., s,r„...., Co U . LN c. W a ❑ W J J W m LL! J J LL O a LU cc 0 C) O 7 N ti cti i u m rn ¢ ° u m 0 N s a U C3. O a U U � a t y C o N O o `a z a` y d L 0 ° 0 a m 3 0 w E E � N O N Ln N y Q Q O a a Z Z (O n t0 O_ N c'i v n E E N N O V N y Q Q d d M N °> O n ❑ } Z Z tD n n O N V O N V E E M O O O N N N � y Q ¢ O O. a N t7 of of n ❑ } Z Z a ri ch E E y Q Q N O. O. } Z Z �° n � N O N E E N O t0 Ln Lq y Q Q O O. a w n co eo co O } Z Z o n to O = o � N E E N O N O O N N y Q Q O t0 O. U M V O] N OD t0 ❑ } Z Z O n �p N O � V N N E E O o o Cl? Ci y Q Q m Cd a U ro m of n O } Z Z tO n m p N 0 m C C a c y O o E w 3 a, E m N ° c o a >� W d a y a Q O o d ° ... A °- fn v y N 3 •� E o 0 o o m d m ° aw w •� L F- E t j m u m m E ° = m c > c a y x d a 0 3 4) o � ° o o '. ° m° a r 'o a o L a m �c v a ' E iiLCL O :. m c m d o ° m ui m 'v c E E m ¢ C7 'u. (7 o U a U U z ¢ i= p y d L 0 ° 0 a m 3 0 w REPORT OF DRILLED BELLED PIER OBSERVATION 1rer Con Report Number: 94021265.0072 8901 Carpenter Frwy, Ste #100 Service Date: December 18, 2002 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: January 06, 2003 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road Coppell TX 75019 Services: Drilled belled pier observation 1501 East Belt Line Rd Coppell, TX Project Number: 94021265 On this date, a HBC/Terracon technician arrived at the above referenced jobsite as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. Technician: Terry L. Smith Report Distribution: HBC/Terracon (1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church (1) Rogers - O'Brien Construction Co. (1) City of Coppell - Constr Insp Reviewed by (1) Brockette Davis Drake Inc (1) City of Cottrell - Bldg Insp Huss H. Abusaad, P.E. (1) HKS Inc Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 aaLLw 9a Fdll K•Y c!§ � u V 'i m!!! �!! �)j� @ cc w a LU g w c 0 u � 0 0 F- CC 0 cc R \~\ X00 r } §/\ cc ( § \ \\ \j \\ _ ®k , \ [ $ \ \ z z Cl) Cl) } » ( } $ ; ! ! } a 2 \ k / § w Z ƒ $ ) ° ° [ 4 7 co . ; ! 0 < ~ ) , CL ci = a 2 [ ƒ : / \ \ 2 / / S � ® \ : e k k \ \ 2 ± ƒ $ } ® ° / ; \ \ 'i ! ; , O < < 5 : 2 / 2 { \ e a 2 ± / a \ , § : \ w : < < ci S ® 3 k § Q / _ > 2 © ® § � 4 k § ( )® 3 k k/ 2\± ƒ}} w k C M § § Q , m ) R § § / R 3 \ § 2 2 \ $ © ® / f / kf r 7$ ! { / k \ _ - : E & ) Et ) \ - - - «) 2 .2 f k | ) \ _ £ ; C, \ G _ ) k J \\ \ -`� k k{ 0 E a ƒ E E J§ Ir a£ a J! m� p , \ .o M (f) LL W FL 0 W J J W m W J J LL O F- CC O CL w cr N pp M O N O Q N o u_ n m r a `a c n N v w p d � � F 0 N L a O � U t U � c �7 on aJ O C p >, W O v Z CL a ° 0 r., sI•, d t 0 a N 0 n 3 c 0 W E E C? O O rn O N n p_ rn cri w of o ❑ } Z Z Z M � E E rn o o m o 0 O m � co ro rn o m p } Z rn N N v m E E � a j O O O O O 2, N Q Q N p p m N m O O tV ❑ } Z Z r V <O E E �n u? o n m m Z, N Q Q C� d a C? CO ° m o C6 o co j Z Z tO m O N N 66 ro E E N O O m O O N Q Q p, Q N m N m 6 O W ❑ } Z Z [p I� rn N N CL ri E E N O N N N Q Q O n 6 N N m m ❑ } Z Z m N ro v � n E E rn o 0 0 0 o Z w ¢ ¢ 'n a ri C6 N N O m O O m ❑ N } Z Z oo m j m N N N E E O O N N ¢ Q O. n ,n m n of O o ❑ } Z Z 'O �n r O N rn N N 66 &i E E o o cn�n Ln Z , Q ¢ o n ri v m v o� d o n ❑ >, z z m in LO N Y rn N N (V V E £ o o <o m m ci a m of rn of co p } z z m o o N Q N E E z d¢¢ Lq a a 0 � c c d N 4 N � 9 W d. W ` . y y fS p E c E m a o c m y m p a •x •: U E m c N ro U H W N y 6 O m `w y m m 3 4 £ 5 y E° a a o f ° r v m 3 v t z > c d Q L E 0 m `o c E E • a w a x ° 3: O O •� c ' - cc c O p 'v d v_ p ❑ v m r c rn y • 5 M 'a m «' ¢ C7 iL 0 a U a U U z 2 -1 H p sI•, d t 0 a N 0 n 3 c 0 W C = Oz Pa�J. a� C q Q - uuu. cn cc LU a LU J J W m 0 W J J_ Ec 0 LL 0 LL a LU cc N � r O C) F C) r N o o 'E M O N In p d G d Z U a N u 6 fZ y O. a ~ `m H N U G O U L U a ° W a on L U C U � � N 7 O U O a Z OL U a a . a Ir a s 0 T a m 0 a 3 0 a w E E o O a co q i - O O o] O O N ❑ } Z Z � 1° LL'1 O O N N } N R t0 0 C C T C C ° N N v V N .•. V v M •x w W a d ° a A .-. a 0 E E c 3 v E c m ,. ° o c N m y m ° a O C N m U A {U d l 0 +- 0 O d !0 ° N 3 ° •� E c d E a a a o ° r `m ° 3 m ._. ... W O Q O F m E L j m a rn d w d J t t E o r m c. > c ° y •—° m A N p ❑ w '.. rn W `p O U O a m y v L a. `c c E 5 'N m w E E c m c a w .: m •� m z Z ¢ E E a a m F.' ¢ f7 •u C7 U a U U H F- Ir a s 0 T a m 0 a 3 0 a w