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Northlake 635(2)-LR 970303 (2)MaX 25~ TECHNOLOGIES INC CLIENT: PROJECT: SERVICES: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N. AKARD, SUITE 3300 ATTN: LARRY MOON Dallas, TX 75201 COPPELL BUSINESS CENTER WRANGLER DR. & BELTLINE RD. COPPELL, TX PROJECT NO.: 0903 REPORT NO.: 11214 DATE OF SERVICE: AUTHORIZATION: REPORT DATE: 3 / Sample concrete at location of placement, perform require prepare and test concrete compressive strength specimens. CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: Pioneer PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS SLUMP: 5-7" A~R: N/A METHOD OF TEST: ASTM C-39 ASTM C-143 PROJECT DATA CLASS OF CONCRETE: Mix DATE OF PLACEMENT: 2/C TIME SAMPLED: 10-- 15A~ TEMPERATURE (°F) - AIR: 65 TRUCK NO: 98 AIR CONTENT(%): N/A LOCATION OF PLACEMENT: Pier Building "B" P~ elevation, placement A-5.0 and A.1-8.4 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 C~YLINDERS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE DIAMETER AREA LOAD SET NO. (inches) TESTED (days) (in.) lsq.in.) (lbs. force) i i 4.00 2/10/97 7 6.00 28.27 135630 i 2 4.00 3/03/97 28 6.00 28.27 163620 1 3 4.00 3/03/97 28 6.00 28.27 170970 ADDITIONAL COMMENTS: Technician time recorded on report number 112139 Technician: Abdullah Ethem Technician Report Distribution: (1) Lincoln Property Co. (1) A.E.C.C. (1) BUTLER CO#STRUCTIO# [#CORP. (1) BROCKETT-DAVlS-DRAKE, IgC. (1) THE CITY OF COPPELL (1) THE CITY 0F ~PELL (1) O'BRIEN ASS~IATES, INC. 1001 LW f~l with~ t~ ~pr~M of t~ t~tl~ ~MetoW. T~ ~ of.~n~e ~ r~ew9 ~ ~r~ ~ :~TLicM c ~ Tach. ·Southwestem Labs ,5 Lone Star Dr. · P.O. Box 224227 Dallas, Texa~ 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 505034 0 /03/97 3/97 d field tests, Number 9337 3/97 BY: Abdullah Ethem CONCRETE: 68 TICKET NO: 334899 er $A-4.5 top of pier w/this load A-4.5, DMPRESSIVE STRENGTH (psi) 4800 5790 6050 REMARKS S oject Manager' .E. · d except in :M~ MY] reports ~miiM Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 2/03/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH ¢Cont inued} CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST: ASTM C-39 PROJECT DATA MIX DESIGN NUMBER: 934(. DATE OF PLACEMENT: 2/( TIME SAMPLED: 06=45~ TEMPERATURE ( I F) - AIR: 58 TRUCK NO: 144 AIR CONTENT(%): N/A LOCATION OF PLACEMENT: 90' North, 100' east corner CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 2 1 5.00 2/10/97 2 2 5.00 3/03/97 2 3 5.00 3/03/97 2 4 HOLD REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD (days) (in.) (sq.in.) (lbs. force) 7 6.00 28.27 194630 28 6.00 28.27 182940 28 6.00 28.27 180600 HOLD Technician: Stewart Ainsworth Technician Report Of Tests Continued On Page 3 1001 LW REPORT NO. PAGE 2 SET NO. 2 112128 ,3/97 BY: Stewart Ainsworth CONCRETE: 69 TICKET NO: 334883 of northwest building 3MPRESSIVE STRENGTH (psi) 5110 6470 639O REMARKS Ou~ lettem end report~ a~e for the e~clu~ive use of ~ cl~ to w~ t~V ~e ~dr~ ~ ~ not ~ r~ ~ ~pt in f~l witho~ t~ Ippr~ of ~ t~t;~ ]~orltory, T~ ~ of ~ m~ relye ~ ~n~ ~v~..u~ ~e; ~ ~ rep~ Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 2/03/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (ConTinued) CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PtANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST: ASTM C-39 PROJECT DATA MIX DESIGN NUMBER: 934c. DATE OF PLACEMENT: 2/( TIME SAMPLED: 09= 45~ TEMPERATURE { I F) - AIR: 61 TRUCK NO: 100 AIR CONTENT(%): N/A LOCATION OF PLACEMENT: 135' North, 140' ea~ corner CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches} TESTED 3 1 3.00 2/10/97 3 2 3.00 3/03/97 3 3 3.00 3/03/97 3 4 HOLD REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD (days} (in.) (sq.in.} (lbs. force} 7 6.00 28.27 1%0910 28 6.00 28.27 173440 28 6.00 28.27 187960 HOLD Technician: Stewart Ainsworth Technician Report Of Tests Continued On Page 4 I~ILW REPORT NO. PAGE 3 SET NO. 3 112128 '3/97 BY: Stewart Ainsworth CONCRETE: 69 TICKET NO: 334904 :t of southwest building OMPRESSIVE STRENGTH (psi) 5340 6130 6650 REMARKS Ow ~e~ an~ re;)ort8 a~e for the ~xcl'-ave uee of the client to whom they are eddreeaed a~d ~hlll not be reptodu~ ad exeel)t in Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 2/03/97 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: ASTM C-39 PROJECT DATA MIX DESIGN NUMBER: 934S DATE OF PLACEMENT: 2/¢ TIME SAMPLED: 12= 10PM TEMPERATURE ( J F) - AIR: 65 TRUCK NO: 98 AIR CONTENT(%): N/A LOCATION OF PLACEMENT: 75' South, 135' west corner CYLINDER MEASURED MARKED SLUMP DATE SET NO. {inches} TESTED 4 i 4.50 2/10/97 4 2 4.50 3/03/97 4 3 4.50 3/03/97 4 4 HOLD REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD (days} (in.) {sq.in.) {lbs. force) 7 6.00 28.27 146710 28 6.00 28.27 165660 28 6.00 28.27 156080 HOLD Technician: Stewart Ainsworth Technician Report Of Tests Continued On Page 5 1001 LW REPORT NO. PAGE 4 SET NO. 4 112128 3/97 BY: Stewart Ainsworth CONCRETE: 70 TICKET NO: 334923 of northeast building OMPRESSIVE STRENGTH Ipsi) 5190 5860 5520 REMARKS Our lettef~ and rel3ort~ are f~' th~ exclusive u~ of t~ ~ e~ to whom ~y ~e ~r~ ~ ~NI ~t ~ re~ ~ exit in full with~ t~ ~prov~ of ~ t~ I~lt~. ~ ~ of ~n~ mint re~ve ~ wri~ ~, O~ I~ ~ ~ rep~ Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 2/03/97 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: ASTM C-39 PROJECT DATA MIX DESIGN NUMBER: 9349 DATE OF PLACEMENT: 2/(] TIME SAMPLED: 01: 45PM TEMPERATURE ( ~ F) - AIR: 70 TRUCK NO: 131 AIR CONTENT(%): N/A LOCATION OF PLACEMENT: 50' South, 80' west corner CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches} TESTED 5 1 5.25 2/10/97 5 2 5.25 3/03/97 5 3 5.25 3/03/97 5 4 HOLD REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD (days} {in.) (sq.in.) (lbs. force~ 7 6.00 28.27 123010 28 6.00 28.27 154520 28 6.00 28.27 147850 HOLD Technician: Stewart Ainsworth Technician Report Of Tests Continued On Page 6 1001 LW REPORT NO. PAGE 5 SET NO. 5 112128 3/97 BY: Stewart Ainsworth CONCRETE: 71 TICKET NO: 340625 of northeast building 0MPRESSIVE STRENGTH (psi) 4350 5460 523O REMARKS Ow lettem and reports are fo~ the exclusive uee of t~ ci~ to w~ t~y ~e ~r~ ~ ~1 ~t ~ r~ ~ ~ in f~l with~ ~ ~provM of ~ t~ti~ ~orit~. T~ ~ of o~ m~t re~iv~ ~ wn~ ~ro~..~ ~ )m ~ r~o~l ~ply ~y tO t~ a~;~ tm~ ~1~ ~, ~ ~e ~t I~lCltlVl of t~ q~t t~ of ~p~ently ~cl ~ 8 mil~ ~u~. Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 2/03/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) PROJECT DATA CONTRACTOR: BOTLER CONSTRUCTTON MIX DESIGN NUMBER: 934S CONCRETE SUPPLIER: PTONERR DATE OF PLACEMENT: 2/(; PLANT: 29 TIME SAMPLED: 04.' 15PM SPECIFICATION REQUIREMENTS TEMPERATURE ( ~ F) - AIR: 74 STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 296 SLUMP: 5" AIR CONTENT(%): N/A METHOD OF TEST: ASTM C-39 LOCATION OF PLACEMENT: 25' North, 25' west corner CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches} TESTED REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD (days} (in.) (sq.in.} (lbs. force~ 6 1 4.25 2/10/97 7 6.00 28.27 143380 6 2 4.25 3/03/97 28 6.00 28.27 165200 6 3 4.25 3/03/97 28 6.00 28.27 159740 6 4 HOLD HOLD Technician: Stewart Ainsworth Technician Report Distribution: M~ (1) Lincotn Property Co. (1) A.E.C.C. (1) SUTLER CO~STRUCTZON [MCORP. (1) BROCKETT-DAV]S-D~KE, [~C. (1) THE C]TY OF ~PELL (1) 0 BRIEN AS~CIATES, INC. / full withom t~ ~prov~ of t~ t~ti~ ~. REPORT NO. PAGE 6 SET NO. 6 112128 3/97 BY: Stewart Ainsworth CONCRETE: 72 TICKET NO: 340648 of eoutheast building OMPRESSIVE STRENGTH (psi) 5070 5840 565O REMARKS BS ~aCken, B.S. Ch.E. oject Manager ~ ~ in wa and re~ milm' prmiuetl.