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Northlake 635(7)-LR00050219575 ~le',v!dr~ Sl'eet Clark Contractors Report Date: May 02, 2000 Suite 780 1333 Crestside Drive Report ID. No: C6243 - 2990 gc~'las, Te:~c-:75220 Coppell TX 750'19- 9 72. ~3 ~ .1 I 'i I Attention: Gary Zinberg FAX 772.~.31.0800 REPORT OF COMPRESSIVE STRENGTH TESTS Project: P$1NET '1333 Crests/de DrJve/Coppeil, Texas Location: PIERS . 1~,18,25,41,27,28 Cast Date: 4/25/00 Batch Time: 9:52 Test Time: 10:45 Specimens Made By: DJ Supplier: BUTLER Ticket No.: 11191 Truck Number: 223 Concrete Mix: 304 Specified Strength: 3000 psi @ 28 days PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231, C138, C1064) Slump: $ in. Air Content: 0.0 % Density: pcf. Temp.: 75 OF COMPRESSIVE STRENGTHS (ASTM C39) Compressive Percent Specimen Age Dia. Area Load Strength of Type of (No.) (Days) (in.) (in.2) (lbs.) ¢l~si} f'._~c Fracture I 7 6. O0 28.27 101, 880 3600 Wedge 2 7 6.00 28.27 92,060 3260 Wedge Average: 3430 114 Patton, Burke & ThomDson~.'[.LC~:~, ~:,.~' '..~ ~ cc: Concrete Supplier ~ ..... . ........~-...., ~ PLR Construction ~Ri~d ~Hammer~,~ 0 PATTON, B~ & THOMSON, LLC Engineering Consultants 10575 Newkirk Street Suite 780 Dallas, Texas 75220 Clark Contractors Report Date: May02, 2000 9 7 2 . 8 3 1 . 1 1 1 1 '1333 Crestside Drive Report ID. No: C6242 - 2990 F A X 972.831.0800 Coppeli TX 750'19- Attention: Gary Zinberg REPORT OF COMPRESSIVE STRENGTH TESTS Project: PSINET 1333 Crestside DriveJCoppell, Texas Location: PIERS. 13,15,17,1g,20,21,22,23, Cast Date: 4/24/00 Batch Time: Test Time: 12:45 Specimens Made By: DJ Supplier: BUTLER212 Ticket No.: 304W Truck Number: 4907 Concrete Mix: 1137 Specified Strength: 3000 psi @ 28 days PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231. C138. C1064} Slump: $ in. Air Content: 0.0 % Density: pcf. Temp.: 75 OF COMPRESSIVE STRENGTHS (ASTM C39} Compressive Percent Specimen Age Dia. Area Load Strength of Type of (No.) (Days) (in.) (in.2) (lbs.) h3si) f'c Fracture I 7 6.00 28.27 105,480 3730 Wedge 2 7 6.00 28.27 106, 750 3780 Wedge Average: 3760 125 Patton, Burke &Th~_ 3r~. n, L~ '~ -h ~ cc: Concrete Supplier  '~, t ,~.~,~/~:.;~[C~.:,'. .... J'~ PLR Construction Engineering Consultants 10575 ~e~'~irk Slreet Clark Contractors Report D:~te: May 02, 1333 Crestside Drive Report ~D. No: C.$042 - 2ggO ~a'lrs. Texas 75220 ~72.83].1 ~ ~ i CoppeilTX750'lg- Attention: Gary ZJnberg ~A× ,~72.B3'..0800 REPORT OF COMPRESSIVE STRENGTH TESTS Project: PSINET 1333 Crestside Drive/Coppell, Texas Location: PIERS - 107,108,111, 126-129 Cast Date: 3/31/00 Batch Time: 12:05 Test Time: 12:45 Specimens Made By: JAL Supplier: BUTLER Ticket No.: L0101621 Truck Number: 214 Concrete Mix: 20-1 Specified Strength: 3000 psi @ 28 days PHYSICAL PROPERTIES OF CONCRETE (ASTM C143~ C231. C138, C1064} Slump: ,5 in. Air Content: 3.6 % 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.) (Dsi) f'..~.c Fracture I 7 6.00 28.27 76,380 2700 Wedge 2 7 6.00 28.27 73,510 2600 Wedge Average: 2650 88 3 28 6.00 28.27 95,340 3370 Wedge 4 28 6.00 28.27 110,470 39~0 Shear Average: 3640 f2f Patton, Burke & ThomPsJ~.~:,'~,"~:~"":."-" '.,; '." . .,:<..,~: ) ~. cc: Concrete Supplier ..-"':~ :" ., ' " .... ~; PLR Construction - Ric~r~/~, Uamrn~. b,~.~g¢~'. ~.,'."T:'..~' ;::;:T:..; ~A??O~, ]BIJ'RIQ~ & ?:I"IO:M~SO~, I'.I'.C