The URL can be used to link to this page

Northlake 635(5)-LR000725CONCRETE COMPRF $1VE STRENGTH TES 89~1 Carpenter Fr~,, Suite #1O~ Date of Service: 06/23/2000 Client No.: 85229000 Report No.: 0016496 Project No.: 9499145 Client: Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell 1221 S. Coppelt Services: Obtain samples of fresh concrete at the placement locations, perform requiv compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 4-6" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA MLX L~.: 9351 PLACEMENT DATi~,: 06/23/2000 TIME SAMPLED: 6:40am ~v: F WKnTH~R CoNorr~oNs: Cloudy TEMPEaATURE(V)-AIa 75 F C TRUCK NO: 114 T~CK~ AIR coto~z~rr (~): N/A VN pLACEMENT LOCATION: Paving area of 250' x 12ff in front of NE side SAMPLE LOCATION: 100' E of NE comer of bldg. A REPORT OF TESTS A( CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED I 1 6.00 06/30/2000 I 2 6.00 06130/2000 1 3 6.00 0712112000 I 4 6.00 07/2112000 This report is exclusively for the us~ of the client indicated ahoy AGE (day~) 7 7 MAXIMUM LOAD (ll~ force) 77370 79330 Average 28 98280 28 92160 Average DOES NOT COMPLY This report contains: item(s) which D_Q NOT comply with projec'~ plans/specifications. 0ILL Report Date 07/25/2000 kmamerce Center ~eltline (Bldg. A) Texas field test and cast BATCH TIME: 6:00am tic Garcia :~NC~TE: 89 F NO: 566879 WEIGHT (p~f): N/A ~f Bldg., A :C~TIVE YARI)S: 70 COMI~RESSIVE STRENGTH 2740 2810 2780 3480 3260 3370 gn apl~°val of HBC Engineering, Inc. Client No.: 85229000 Da/las TX 75251 8~50 CONT~CTOm Butler Construction CONCn~'~St~: PioOeer ri. ANT: 22 St~TtON S~t~m: 4~ p~ ~ 28 ~ys ~: ~6~ A~ N/A ~~ AS~ C~143 A~C-I~ ~ C-39 40' E of NE corn~ of ~d,~g. 2 I 7~00 2 2 TOO 06/30/211410' 2 3 7:00 07/21/2000 2 4 7,o0 N/A- CONCRETE COMPREr oSIVE STRENGTH TES Date of Service: 06/23/2000 Client No.: 85229000 Report No.: 0016496 Project No.: 9499145~ Client: Transwestern Property Company Project: Attn: James Gaspard 12221 Merit Drive,//450 Dallas TX 75251 Coppell 1221 S. ] Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir{ compressive strength samples. SLUMP: AIR: TEST METIIOD: CONTILACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTII: 4000 psi @ 28 Days 4-6" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: 06/23/2000 TIME SAMPLED: 9:45am BY: E WEATHER CONDITIONS: TEMPERATURE (F)- AIR TRUCK NO: 756 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I Cloudy 80 F o TICKE UNI SAMPLE LOCATION: 100' S, 90' E of NE corner of bldg. REPORT OF TESTS AC CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 1 6.50 06/30/2000 7 85720 3 2 6.50 06/30/2000 7 86030 Average 3 3 6.50 07/21/2000 28 114950 3 4 6.50 07/21/2000 28 116470 Average This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri 01LL a division of'ffa~mc~n 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/25/2000 ',ommerce Center ~eltline (Bldg. A) 'eTas I field test and cast BATCH TIME: 8:42am :ic Garcia ~NCRETE: 90 F NO: 566909 'WEIGHT (pcf): N/A CUMULATIVE YARDS: 280 COMPRESSIVE STRENGTH (psi) 3030 3040 3040 4070 4120 4100 .ten approval of HBC Engineering, Inc. CONCRETE COMPREhenSIVE STRENGTH TES. Date of Service: 06/23/2000 CiientNo.: 85229000 Client: Transwestern Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: 0016496 Project No.: 94991451 Project: Coppell 1221 S. Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples. SLUMP: AIR: TEST METItOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 4-6" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: 06/23/2000 TIME SAMPLED: ll:10am BY: El WEATHER CONDITIONS: TEMPERATURE (F)- AIR TRUCK NO: 1824 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I Cloudy 83 v TICKE~ UNr SAMPLE LOCATION: 175' S, 30' E of NE corner of bldg. REPORT OF TESTS AC1 CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inch,) TESTED (days) (lbs.~rce) 4 1 5.00 06/30/2000 7 89290 4 2 5.00 06/30/2000 7 86700 Average 4 3 5.00 07/21/2000 28 113530 4 4 5.00 07/21/2000 28 117030 Average This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt 0ILL ENGINEERIIx~, INC. a division 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/25/2000 ',ommerce Center ;eltline (Bldg. A) Fexas d field test and cast BATCH TIME: 9:55am ic Garcia ,NCRETE: 90 F NO: 566920 ' WEIGHT (pcf): N/A :UMULATIVE YARDS: 370 ~,OMPRESSIVE STRENGTH (psi) 3160 3070 3120 4010 4140 4080 FRACTURE TYPE ~n approval of HBC Engineering, Inc. 'CONCRETE COMPR.r"3SIVE STRENGTH Date of Service: 06/23/2000 Client No.: 85229000 Client: SLUMP: AIR: TEST METHOD: Services: Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: 001649~ Project No.: 949914: Project: Coppell 1221 S. Coppell Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples. CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANfr: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 4-6" N/A ASTM C-143 ASTM C-172 ASTM C-39 See below SAMPLE LOCATION: PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: 06/23/2000 TIME SAMPLED: 12:55pm BY: E WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCI~ NO: 1883 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLLrMp DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 5 I 6.00 06/30/2000 7 86750 5 2 6.00 06/30/2000 7 89910 Average 5 3 6.00 07/21/2000 28 116470 5 4 6.00 07/21/2000 28 116420 Average Sample location: 240' S, 90' E of NE corner of bldg. A ENGINEERI~, INC. a division of l[art-~.nn 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/25/2000 Commerce Center Beltline (Bldg. A) Texas ed field test and cast BATCH TIME: 12:00pm ric Garcia Cloudy 87 F O TICKE UN! ACi Technician: Eric Garcia Started: 5:00am Finished: 2:45pm ~ Report Distribution: (1) Transwestem Property Company (I) City of Coppell (1) O'Brien & Associates (l) City of Coppell El (1) Technistructures, Inc. (1) Butler Construction This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte~ 0ILL )NCRETE: 90 F NO: 566934 'WEIGHT (pcf): N/A ~'UMULATIVE YARDS: 480 ',OMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3070 3180 3130 4120 4120 4120 Engin~~Lnc,- lgene Harbour Vice President approval of HBC Engineering, Inc. CONCRETE COMPRE $IVE STRENGTH TES? Date of Service: 07/11/2000 Report No.: 0017997 Client No.: 85229000 Project No.: 94991451 Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Services: Coppell 1221 S. Coppell, Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: SAMPLE LOCATION: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 5.0" Max N/A ASTM C-143 ASTM C-172 ASTM C-39 20' w of SE corner of building PROJECT DATA MIX I.D.: 9349 PLACEMENT DATE: 07/11/2000 TIME SAMPLED: 10:20am BY: T~ WEATHER CONDITIONS: WarlTl, p: TEMPERATURE (F) - AIR 80 F C( TRUCK NO: 1888 TICKE' AIR CONTENT (%): N/A UNI PLACEMENT LOCATION: S side of building leaveouts on building A REPORT OF TESTS AC CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 1 6.00 I 2 6.00 I 3 6.00 1 4 6.00 MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 07/18/2000 7 108000 07/18/2000 7 117880 Average 08/08/2000 28 08/08/2000 28 Technician: Terry L. Smith Report Distribution: (I) Transwestern Property Company (I) O'Brien & Associates (I) Technistructures, Inc. (1) Butler Construction Started: 8:30am Finished: 2:30pm [--L~ (1) City of Coppell (1) City of Coppell This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the 0ILL Page 1 of 1 ENG--,INC. a division ofl~rrm:on 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/25/2000 '.ommerce Center ;eltline (Bldg. A) Fexas d field test and cast BATCH TIME: l:15pm :try L. Smith xtly cloudy INCRETE: 89 F NO: 509970 WEIGHT (pcf): N/A UMULATIVE YARDS: 30 ;OMPRESSIVE STRENGTH (psi) 3820 4170 4000 FRACTURE TYPE Vice President ten approval of HBC Engineering, Inc.