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Valley R Baptist 2-LR021211FIELD DENSITY TESTING Report Number: 94021265.0055 Service Date: December 2, 2002 lrerr acon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 11, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 94021265 Material Information Lab Test Data Project Requirements Water Optimum Max. Lab Water Mat. Depth Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification ( %) (pcf) ( % I% compaction) 1,212650005 ASTM D 698 Med brown clay w /sand 18.2 103.9 -1/ +3 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) ( %) (pcf) (% compaction) Paving, E Side of Building, Fire Lane 64 275' S of N end, 21' E of W curb Final 1 6 18.4 103.0 99 65 200' S of N end, 28' E of W curb Final 1 6 18.4 102.8 99 Paving, E Side of Building, Head -in Parking 66 75' S of N end, 6' E of W curb Final 1 6 17.3 106.3 100+ Comments: Test results on this report meet project specification. Services - Perform in -place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test MethodASTM D2922, ASTM D3017 Gauge ID: 31787 Field Results Reported To: Contractor Technician: Roy T. Montgomery Report Distribution (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp (1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector (1) HKS Inc (1) Valley Ranch Baptist Church �rracon Reviewed by �H. Abusaad, P.E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 o,.sksaa, rte, „„ REPORT OF DRILLED BELLED PIER OBSERVATION Report Number: 94021265.0053 Service Date: December 2, 2002 l rerrrrrrrrrrr con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Attn: Robert Feille 1501 East Belt Line Road Coppell TX 75019 Report Date: December 11, 2002 Project: Valley Ranch Baptist Church 1501 East Belt Line Rd Coppell, TX Project Number: 94021265 Services: Drilled belled pier observation. On this date, a HBC/Terracon technician arrived at the above referenced jobsite as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. Technician: Terry L. Smith Report Distribution: HB erracon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Conslr Insp (1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by: (1) HKS Inc Huss n H. Abusaad, P.E. (1) Valley Ranch Baptist Church Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page i of 1 CF= r `` mom �um N c. 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