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Northlake 635(2)-LR 970604
TECHNOLOGIES INC Maxi CLIENT: PROJECT: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N. AKARD, SUITE 3300 ATTN: LARRY MOON Dallas, TX 75201 COPPELL BUSINESS CENTER WRANGLER DR AND BELTLINE RD COPPELL TX PAGE I OF 6 PROJECT NO.: 0903 REPORT NO.: 1163c. DATE OF SERVICE: .~ AUTHORIZATION: C]~ REPORT DATE: 6/( SERVICES: Test compressive strength specimens prepared in conjunctJ inspection. CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST SAMPLING: ASTN MOLDING & CURING: ASTM SLUMP: ASTM TEMPERATURE: ASTM AIR CONTENT: ASTM UNIT WEIGHT: N/A CAPPING/PADS: ASTM TESTING: ASTM CYLINDER MARKED DATE S~T NO. TESTED I 1 5/14/97 1 2 5/14/97 i 3 6/04/97 i 4 6/04/97 C-172 C31 C143 C1064 C231 PROJECT DATA MIX DESIGN NUMBER: 934 DATE OF PLACEMENT: 5/( TIME SAMPLED: 04:5 TEMPERATURE (DegF) - AIR: TRUCK NO: 397 MEASURED SLUMP (in.): 5 AIR CONTENT(%): 1.4 LOCATION OF PLACEMENT: H. 5-4.5 C617 c39 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH (days} (in.) (sa.in.) {lbs. force) (osi) FI 7 6 · 00 28.27 132680 4690 7 6. O0 28.27 124830 4410 C( 28 6.00 28.27 156610 5540 C( 28 6.00 28.27 163340 5780 C¢ Technician: Phillip L. Forrest Technician Report Of Tests Continued On Page 2 Tech.· Southwestern Labs Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 831-2700 FAX: (214) a20-1891 5034 ,/07/97 ~arlie 14/97 on with concrete 7/97 BY: Phillip L. Forrest 4 CONCRETE: 75 TICKET NO: 382964 ,5 UNIT WEIGHT(pcf): N/A [ACTURI~ TYPE )NE )NE )NE )NE REMARKS Oui' letters and report~ Me fo~ the exclusive uae of the client to whom they ai~ eddr___e~__ and ~hMI not be rM~rodu, ' u,.,~ ~ .,,or. of,he,.,,~,-~-~. ~-- of ~ --- m~ ..... ,.o~.,tt~ --...M.. o?,. 1001 tW M~ply o~y to the sample tNted and/or in~)ec~ed, and ire not ~ndlc~ve of the quant trna of lepirently ~enucil or ~ imilir produc~. Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 5/07/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Cont imJed) CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST SAMPLING: ASTM MOLDING & CURING: ASTM SLUMP: ASTM TEMPERATURE: ASTM AIR CONTENT: ASTM UNIT WEIGHT: N/A CAPPING/PADS: ASTM TESTING: ASTM CYLINDER MARKED DATE SET NO. TESTED C-172 C31 C143 C1064 C231 C617 C39 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X MAXIMUM AGE DIAMETER AREA LOAD (days) (in.) (sq.in.) (lbs. force) PROJECT DATA MIX DESIGN NUMBER: 934 DATE OF PLACEMENT: 5/( TIME SAMPLED: 06=002~[ TEMPERATURE (DegF} - AIR: TRUCK NO: N/A MEASURED SLUMP (in.): 5 AIR CONTENT(%): 1.5 LOCATION OF PLACEMENT: G5.5 to G.6 12 CYLINDERS COMPRESSIVE STRENGTH {psi) FI 2 i 5/14/97 2 2 5/14/97 2 3 6/04/97 2 4 6/04/97 7 6.00 28.27 118020 4170 C( 7 6.00 28.27 119530 4230 C( 28 6.00 28.27 152430 5390 C( 28 6.00 28.27 146290 5170 C( Technician: Phillip L. Fortes/ Technician Report Of Tests Continued On Page 3 REPORT NO. 116398 PAGE 2 OF 6 SET NO. 2 ,7/97 BY: Phillip L. Forrest 8 CONCRETE: 70 TICKET NO: N/A '5 UNIT WEIGHT(pcf): N/A tACTURE TYPE REMARKS NE ~NE ~NE ~NE Our lett.,, and ,.ports ~,. fo, Cfm exclu.ive u.e of ~h~ dient to whom t'n,V ,,~ .dd,~d ~ ~ ~ ~ r~ ~~ f~l wi~ t~ ~rov~ of t~ t~ti~ t~lt~. T~ ~ of ~ n~e m~ re~ve ~ w~ ~. O~ ~ 1001 LW ~ly ~y to t~ s~ t~ ~/~ i~ct~, ~ ~e ~t i~ic~ive of ~ q~ ~ ~ ~ic~ ~ ~ imil~ ~. Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 5/07/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) PROJECT DATA CONTRACTOR: BUTLER CONSTRUCTION MIX DESIGN NUMBER: 934c. CONCRETE SUPPLIER: PTONE~--R DATE OF PLACEMENT: 5/( PLANT: 29 TIME SAMPLED: 07-' 40~ SPECIFICATION REQUIREMENTS TEMPERATURE (DagF) - AIR: STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 939 SLUMP: 5" MEASURED SLUMP (in.): 8. METHOD OF TEST AIR CONTENT(%): 1.0 SAMPLING: ASTM C-172 LOCATION OF PLACEMENT: MOLDING & CURING: ASTM C31 Line E/5 to E. 6 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 AIR CONTENT: ASTM C231 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH (days) (in.) (sq.in.) (lbs. force) (psi~ FI CYLINDER MARKED DATE SET NO. TESTED 3 1 5/14/97 7 6.00 28.27 99150 3510 C¢ 3 2 5/14/97 7 6.00 28.27 102140 3610 C¢ 3 3 6/04/97 28 6.00 28.27 116560 4120 C( 3 4 6/04/97 28 6.00 28.27 127170 4500 C( ADDITIONALCOMMENTS: Contractor notified of high slump on concrete. Technician: Phillip L. Forrest Technician Report Of Tests Continued On Page 4 1001 LW Our lettore and relaort~ are for the exclueive UaE of the client to whom they are add,N#d erd. 3hall not ..t?,rE~.od~4 full withot¢ the epprov'a of the te~ting laboratory. The uae of our name muat receve m.e wn~ml e~f~'Ovm, vur a~ply o~y to the IYnl~e te~ed and/or in~cted, ~ are not indicative of the ¢lUantit~ of a~afefitl¥ identical m, ! REPORT NO. 116398 PAGE 3 OF 6 SET NO. 3 ~7/97 BY: Phillip L. Forrest 0 CONCRETE: 73 TICKET NO: 382974 ~0 UNIT WEIGHT(pcf): N/A %CTURE TYPE REMARKS Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 5/07/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST SAMPLING: ASTM C-172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 AIR CONTENT: ASTM C231 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 PROJECT DATA MIX DESIGN NUMBER: 934' DATE OF PLACEMENT: 5/, TIME SAMPLED: 08: 40~[ TEMPERATURE (DegF) - AIR: TRUCK NO: 564 MEASURED SLUMP (in.): 7. AIR CONTENT(%): 1.4 LOCATION OF PLACEMENT: D.S/5 TESTING: ASTM C39 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH SET NO. TESTED (days) {in.) (sq.in.l (lbs. force) (psi) F 4 1 5/14/97 7 6.00 28.27 113200 4000 C, 4 2 5/14/97 7 6.00 28.27 124330 4400 C~ 4 3 6/04/97 28 6.00 28.27 152000 5380 C~ 4 4 6/04/97 28 6.00 28.27 153220 5420 C~ ADDITIONALCOMMENTS: Contractor notified of high slump on concrete. Technician: Phillip L. Forrest Technician Report Of Tests Continued On Page 5 REPORT NO. 116398 PAGE 4 OF 6 SET NO. 4 ~7/97 BY: Phillip L. Forrest r4 CONCRETE: 82 TICKET NO: 382982 )0 UNIT WEIG HT(pcf): N/A RACTURE TYPE REMARKS )NE )NE )NE )NE full without the approval of the te~tinq I~boratory. The u~e of our name muat receive our written approvat O~ h 1001 LW II:~y oflly to the sample tested and/or in~)ected, and are not indicative of the cluantitle~ of i~parently ~f~tical or Mmilat i)ro~uctl. Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 5/07/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST SAMPLING: ASTM C-172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 AIR CONTENT: ASTM C231 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 CYLINDER MARKED DATE SET NO. TESTED PROJECT DATA MIX DESIGN NUMBER: 934(. DATE OF PLACEMENT: 5/( TIME SAMPLED: 09: 54AH TEMPERATURE (DegF) - AIR: TRUCK NO: 564 MEASURED SLUMP (in.): 5. AIR CONTENT(%): 1.2 LOCATION OF PLACEMENT: C.7/5.6 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH- 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH (days) (in.) (sq.in.I (lbs. force} (psi~ FI 5 1 5/14/97 5 2 5/14/97 5 3 6/04/97 5 4 6/04/97 7 6.00 28.27 126140 4460 C( 7 6.00 28.27 130950 4630 C( 28 6.00 28.27 157800 5580 C( 28 6.00 28.27 157940 5590 C( Technician: Phillip L. Forrest Technician Report Of Tests Continued On Page 6 REPORT NO. 116398 PAGE 5 OF 6 SET NO. 5 17/97 BY: Phillip L. Forrest 5 CONCRETE: 82 TICKET NO: 382992 ~5 IACTURE TYPE REMARKS Our lette~ and rel~xt~ ~e fer the ex,4ueive uee of ~ cl~ to w~ t~ ~ ~ ~ ~1 ~t ~.r~ ~ ~ in 1~1 LW ~y ~y to t~ ~ t~ ~/~ ~, ~ ~e ~t ~c~ve ~ ~ ~1~ ~ ~ly ~tc. ~ ~ imil~ ~. Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 5/07/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000pei @ 28 DAYS SLUMP: 5" METHOD OF TEST SAMPLING: ASTM C-172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 AIR CONTENT: ASTM C231 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 CYLINDER MARKED DATE SET NO. TESTED PROJECT DATA MIX DESIGN NUMBER: 934 DATE OF PLACEMENT: 5/( TIME SAMPLED: 11 TEMPERATURE (DegF} - AIR: TRUCK NO: 491 MEASURED SLUMP (in.): 5 AIR CONTENT(%): 1.1 LOCATION OF PLACEMENT: A.9/S REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH (days) (in.) (sq.in.) {lbs. force) (psi} FI 6 i 5/14/97 6 2 5/14/97 6 3 6/04/97 6 4 6/04/97 7 6.00 28.27 128480 4540 7 6.00 28.27 127440 4510 28 6.00 28.27 150680 5330 28 6.00 28.27 160020 5660 Technician: Phillip L. Technician Report Distribution: (1) Lincoln Pr~oer~ Ce. (1) BUTLER CONSTRUCTION INCORP. (1) BROCKETT-DAVIS-ORAKE, INC. (1! THE CiTY OF COPflELL (1) THE CITY OF COPPB. L (1) O'8RIEN ASSOCIATES, INC. (1) A.E.C.C. 1001 LW Forrest Ou~ lettem ~ reports ere hw the exciuaive uee ~ t~ ~ to w~ t~y ~e ~r~ ~ ~1 ~ ~ r~ REPORT NO. 116398 PAGE 6 OF 6 SET NO. 6 ~7/97 BY: Phillip L. Forrest 5 CONCRETE: 83 TICKET NO: 383004 UNIT WEIGHT(pcfl: N/A IACTURE TYPE REMARKS )NE )NE )NE )NE ~mitm meducm.