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ST0001-LR001011 (2)R-En EMESIn IEEE EFRIr GEOTECHNICAL AND G Fq p U P ENVIRONMENTAL CONSULTANTS CONCRETE BEAM TEST REPORT Creekview Drive Extension Creekview Drive Coppell, Texas REPORTED TO: Duke -Weeks Realty Corporation REPORT NO. 12 5495 Beltline Road, Suite 360 REG PROJECT NO: 7163 Dallas, Texas 75240 SAMPLE DATE: 10 -09 -00 ATTN: Mr. Jeff Langston TECHNICIAN: H. Johnson CONTRACTOR: Location of Sample Set Number Location Paving: Creer view Drive STA 1 +50 to 2 +25 Quantity Represente 2 Paving: Creekview Drive STA 4 +50 to 5 +25 20/380 3 Paving: Creekview Drive STA 7 +25 to 8 +00 170/380 290/380 Design Information Beam Data Source of Set Number 1 Concrete Lattimore Slump Mix Identification 42 Specified Strength p.s.i. Flex -650 Test Results Time of Ticket 1 0596 2.50 8:30AM Set No. 1 Beam ID 0596 0596 0596 Date Tested 10 -16 -00 11 -06 -00 11 -06 -00 Age @ Test 7 28 28 Average Width in ( ) 6.06 6.00 6.00 Average De th in p ( ) 6.06 6.00 6.25 Uncorrected Stren th 9 (psi) 690 800 820 Modulus of Rupture (I 670 800 760 2 0597 0597 0597 10 -16 -00 11 -06 -00 11 -06 -00 7 28 28 6.13 6.06 6.13 6.13 6.00 6.13 810 970 810 770 960 770 3 0598 0598 0598 10 -16 -00 11 -06 -00 11 -06 -00 7 28 28 6.13 6.00 6.25 6.06 6.06 6.06 630 785 865 600 770 810 Beam Data Set No. Beam ID Slump Air Temp. Concrete Temp. Air Entrainment Time of Ticket 1 0596 2.50 8:30AM Sample Number 2 0597 2.50 12:25PM 41 53 58 67 5.6 3114097 3 0598 2.50 3:OOPM 60 75 5 . 6 3114149 5.8 3114167 2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 350 5600 • FAX [2141 350 0019