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Northlake 635(7)-LR0006221057S NewkJrk Street Clark Contractors Report Date: June 22, 2000 Suite 780 1333 Crestside Drive Report. ID. No: C$$20 - 2ggo Dallas, Texas 75220 Coppell TX 75019. 972.831.1 ! 1 1 Attention: Gary Zinberg FAX 972.831.0800 REPORT OF COMPRESSIVE STRENGTH TESTS Project: P$1NET ~ 333 Crestside Drive/Coppell, Texas Location: SLAB - 20' WEST, 15' FROM NO. Cast Date: 5/25/00 Batch Time: Test Time: 4:45 Specimens Made By: SDT Supplier: BUTLER Ticket No.: 006f79 Truck Number: 2~8 Concrete Mix: Specified Strength: 4000 psi @ 28 days PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231. C138, C1064) Slump: 5 in. Air Content: 4.8 % Density: pcf. Temp.' 82 °F COMPRESSIVE STRENGTHS CASTM C39} Compressive Percent Specimen Age Dia. Area Load Strength of Type of (No.) (Days) (in.) (in.2) (lbs.) (r)sil f'._~c Fracture I 2 6.00 28.27 112,000 3960 Cone Average: 3960 99 2 7 6.00 28.27 110,130 3900 Wedge 3 7 6.00 28.27 110,040 3890 Wedge Average: 3900 97 4 28 6.00 28.27 130,970 4630 Shear 5 28 6.00 28.27 122,960 4350 Wedge Average: 4490 112 / PLR Construction ._ by: "~fre~,/~.la/2n~ m e/~r_ PATTON, BURKE & THOMPSON, LLC I Engineering ¢onsultnnts 1057 $ Newkirk Street Clark Contractors Report Date: June 22, 2000 Suite 780 '1333 Crestside Drive Report ID. No: C6622 - 2ggo Dallas, Texas 75220 Coppell TX 75019- 972.831.1111 Attention: Gary ZJnberg FAX 972.831.0800 REPORT OF COMPRESSIVE STRENGTH TESTS Project: PSlNET 1333 Crestside Drive/Coppell, Texas Location: SLAB - 10' EAST- 20' SO. - 10' WEST OF EAST EDGE, 20' NO. Cast Date: 5/25/00 Batch Time: Test Time: 7:15 Specimens Made By: SDT Supplier: BUTLER Ticket No.: 009801 Truck Number: 227 Concrete Mix: 202-1 Specified Strength: 4000 psi @ 28 days PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231. C138, C1064} Slump: 5 in. Air Content: 4.3 % Density: pcf. Temp.: 83 OF COMPRESSIVE STRENGTHS CASTM C39} Compressive Percent Specimen Age Dia. Area Load Strength of Type of (No.) (Days} (in.) (in.2) (lbs.) (psi) f'c Fracture 1 2 6.00 28.27 115,000 4070 Cone Average: 4070 102 2 7 6.00 28.27 112,230 3970 Cone 3 7 6.00 28.27 1f3,480 40~0 Wedge Average: - '3~)-{~)-' 100 4 28 ~.00 28.27 135,050 4780 Cone 5 28 6.00 28.27 134,200 4750 Cone Average: 4760 f fg Patt~urke & T/~m/~n, LLC CC: ConcreteSupplier PLR Construction by: -/,.',~ ~/, ~.~/- - ... O~.f~. Rammer PATTON~ BURKE & THOMPSON~ LLC Engineering Consultants 10575 tlewkirk Streel Clark Contractors Report Date: June 22, 2000 Suite 780 1333 Crestside Drive Report ID. No: C6621 - 2990 Dallas, Texas 75220 Coppell TX 75019- 9 7 2. 8 3 1 . ! 1 I 1 Attention: Gary Zinberg FAX 972.831.0800 REPORT OF COMPRESSIVE STRENGTH TESTS Project: P$1NET 1333 C, restside Drive/Coppell, Texas Location: 30' EAST- 10' NO. - SLAB. 30' EAST OF WEST & 10' $0. Cast Date: 5/25/00 Batch Time: Test Time: 5:45 Specimens Made By: SDT Supplier: BUTLER Ticket No.: 009790 Truck Number: 220 Concrete Mix: 202-1 Specified Strength: 4000 psi @ 28 days PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231, C138. C1064} Slump: 5 in. Air Content: 3.8 % Density: pcf. Temp.: 83 OF COMPRESSIVE STRENGTHS (ASTM C39} Compressive Percent Specimen Age Dia. Area Load Strength of Type of (No.) CDavs) (in.) (in.2) (lbs.) (~3si) f'._~.c Fracture I 2 6.00 28.27 112,000 3960 Wedge Average: 3960 99 2 7 6.00 28.27 111,140 3930 Shear 3 7 6.00 28.27 110,500 3910 Cone Average: 3920 98 4 28 6.00 28.27 127,690 4520 Cone 5 28 6.00 28.27 130,210 4610 Cone Average: 4560 114 Patto/~,/~'Jrke & Th~rtp/s~n, LLC cc: Concrete Supplier PLR Construction by: _ J t~frey//~. H~'mm~r' PATTON, BURKE & THOMPSON, LLC I E~§ineeri~g Consultants 10515 NewkJrk Street Clark Contractors Report D~,te: June 22, 2000 Suite 780 1333 Crestside Drive Report ID. No: C6523 - 2ggo Dallas, Texas 7522~1 Coppell TX 75019- 9 7 2. 8 3 1 . I 1 1 1 Attention: Gary Zinberg FAX 972.831.0800 REPORT OF COMPRESSIVE STRENGTH TESTS Project: PSINET 1333 Crestside DrJve/Coppell, Texas Location: SLAB -- CHILLED WATER STORAGE - 5'EAST Cast Date: 5/25/00 Batch Time: Test Time: 8:45 Specimens Made By: SDT Supplier: BUTLER Ticket No.: 009808 Truck Number: 228 Concrete Mix: 202-1 Specified Strength: 4000 psi @ 28 days PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231, C138, C1064} Slump: 5 in. Air Content: 4.2 % Density: pcf. Temp.: 85 OF COMPRESSIVE STRENGTHS (ASTM C39} Compressive Percent Specimen Age Dia. Area Load Strength of Type of (No.) (Days} (in.) (in.2) (lbs.) (r)si} f'__c Fracture I 2 6.00 28.27 102,250 3620 Cone Average: 3620 91 2 7 6.00 28.27 100,410 3550 Wedge 3 7 6.00 28.27 103,850 3670 Wedge Average: 3610 90 4 28 6.00 28.27 132,940 4700 Shear 5 28 6.00 28.27 113,910 4030 Wedge Average: 4~60 " 109 Pat~Burke & ThoT/on, LLC cc:PLRC°ncreteconstructionSUpplier ,~effr~/~ S,~q am m er E. gi. eeri. g Co.s.lte. ts