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Northlake 635(2)-LR 970328 (3)TECHNOLOGIES INC CLIENT: Lincoln Prope. 500 N. AKARD, ATTN: LARRY M~ Dallas, TX 751 PROJECT: COPPELL BUS WRANGLER DR COPPELL, TX SERVICES: Test compre inspection. CONTRACTOR: BUTLER CONS' CONCRETE SUPPLIER: PIONEE~ PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 2: SLUMP: 5" METHOD OF TEST SAMPLING: MOLDING & CURING: SLUMP: TEMPERATURE: AIR CONTENT: UNIT WEIGHT: CAPPING/PADS: TESTING: CYLINDER MARKED DATE SET NO. TESTEE i ! 2/07/! i 2 3/2S/! _ 3 2/'2 3 '! - ~C *~JC~q: 2 a-,z ld King ~cnni3Lan Maxim Tech.- Southwestern Labs 2575 Lone Star Dr~ · ?.O.Box 224227 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF CONCRETE COMPRESSIVE STRENGTH :ty Co. SUITE 3300 )ON ~.01 [NESS CENTER & BELTLINE RD. PAGE 1 OF 4 PROJECT NO.: 0903605034 REPORT NO.: 113103 DATE OF SERVICE: 2/28/97 AUTHORIZATION: REPORT DATE: 3/28/97 .sive strength specimens prepared in conjunction with concrete ~RUCTION DAYS PROJECT DATA MIX DESIGN NUMBER: 9337 DATE OF PLACEMENT: 2/28/97 TIME SAMPLED: 08:15AM BY: David King TEMPERATURE(DegF)- AIR: 49 CONCRETE: 61 TRUCK NO: 551 TICKET NO: 342034 MEASURED SLUMP (in.): 7.00 AIR CONTENT(%): N/A UNITWEIGHT{pcf): N/A LOCATION OF PLACEMENT: Panel #20 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - $ X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD {dayst (in.) !sa.in.) dbs. force) ? 7 6.CO 28.27 1067'20 ~7 28 5.00 23.27 136200 !- 28 5.30 28.2T 129480 COMPRESSIVE STRENGTH {psi) ;RACTUR5 TYPE 3770 4820 CONE 4530 ~,E.MAR;<S added. Reccr-_ 3, f ?=_scs 2ch:' ~u=,~ 3n -'=-~ - Lincoln Proper' PROJECT NO. 0903 DATE OF SERVICE: CONTRACTOR: BUTLER CON; CONCRETE SUPPLIER: PIONE] PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ SLUMP: 5" METHOD OF TEST SAMPLING: MOLDING & CURING: SLUMP: TEMPERATURE: AIR CONTENT: UNIT WEIGHT: CAPPING/PADS: TESTING: CYLINDER MARKED DAT SET NO. TESTE 2 1 3/07~ 2 2 3/28, 2 3 3/28/ ADDITTCNAL COMMENTS: 5 Gallons of :y Co. 505034 2/28/97 REPORT NO. 113103 PAGE 2 OF 4 SET NO. 2 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Cont inued) ;TRUCTION ~R !8 DAYS PROJECT DATA MIX DESIGN NUMBER: 9337 DATE OF PLACEMENT: 2/28/97 TIME SAMPLED: 10: 10AM BY: David King TEMPERATURE (DegF) - AIR: 51 CONCRETE: 59 TRUCK NO: 136 TICKET NO: 341362 MEASURED SLUMP (in.): 6.25 AIR CONTENT(%): N/A UNIT WE1GHT(pcf): N/A LOCATION OF PLACEMENT: Panel #29 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12. CYLINDERS AGE DIAMETER AREA D tdays) !in.) ~sq.}n.1 rg? 7 6.00 28.27 '97 28 5.00 28.27 c7 ~3 ~,~0 23 27 MAXIMUM COMPRESSIVE LOAD STRENGTH (lbs, force) (psi) FRACTURE TYPE 97870 3460 117240 4150 CONE 109060 3860 CONE water added REMARKS Lincoln Proper* PROJECT NO. 0903~ DATE OF SERVICE: CONTRACTOR: BUTLER CONE CONCRETE SUPPLIER: PIONE]] PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ SLUMP: 5" METHOD OF TEST SAMPLING: MOLDING & CURING: SLUMP: TEMPERATURE: AIR CONTENT: UNIT WEIGHT: CAPPING/PADS: TESTING: CYLINDER MARKED CAT SET NO. TESTE 3 1 3/07/ 3 2 3/2S/ 3 3 3//23/ ,-~DCI%ONAL COMMENTS: i5 Gallons T ~.:?n,cJ'~.n: 2avlh ,y Co. ,05034 2/28/97 REPORT NO. 113103 PAGE 3 OF 4 SET NO. 3 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Cont i nued) ,TRUCTION :R 8 DAYS PROJECT DATA MIX DESIGN NUMBER: 9337 DATE OF PLACEMENT: 2/28/97 TIME SAMPLED: 11:00AM TEMPERATURE (DegF) - AIR: 52 TRUCK NO: 136 MEASURED SLUMP (in.): 6.00 AIR CONTENT(%): LOCATION OF PLACEMENT: Panel #31 BY: David King CONCRETE: 61 TICKET NO: 341374 UNIT WEIGHT(pcf): N/A REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS AGE DIAMETER AREA D {days) (in.) (sq.in.) 97 7 6.00 28.27 97 28 6.00 28.27 97 28 6.00 23.27 MAXIMUM COMPRESSIVE LOAD STRENGTH {lbs. force) (psi) FRACTURE TYPE 106800 3780 105420 3730 CONE 122640 4340 CONE REMARKS wausr added au R_=mcr-_ Df ?~=sUs icn:i:u:zd 3n Page 4 SB3ONIqA3 Z L X 9 - H!gN3B£S =IAISS3bMIAIO3 3/38DNOD s±sa± ao ±~oaa~ ~/,N :uod)IHDI3A~ 1INn ST9 E'~*C :ON i~9 6uTH p'T,,'.~eQ :;,8 ( panu ! ~,uoo) HZDNaBZS 3AI$S3BdV~OO :I.I.::IBONO0 -I0 JJdOd31d ~7 'ON 135 ~OI~II 'ON £~Od~ ~eOSO~ 'oD A: sz/~ z ~ LO/~ ~ ~ 'ON .L3S W3ONI-IAD :3OlAa3S .40 ;060 'ON .:r~do=a uIOOUT~