Loading...
Founders Crossing- LR150701TESTED FOR:DATE: 07/01/15 PROJECT:OUR REPORT NO.: TEST DATA: ELEV. DEPTH 137 07/01/15 FG 6 17.2 110.8 17.5 111 101 1-A 138 07/01/15 FG 6 17.2 110.8 17.4 112 101 1-A 139 07/01/15 FG 6 17.2 110.8 18.2 111 100 1-A TEST LOCATION: 137 138 139 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. RETEST Daniel Jauregui ALPHA TESTING, INC. Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. PERCENT COMPACTION Coppell, Texas TECHNICIAN: Approach to Bethel, South End Approach to Bethel, Center COMMENT* OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % REPORT OF FIELD 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 Founders' Crossing, LLC 150902-45Founders' Crossings Phase 1 - Lots 1, 2 & 3, Block A Coppell, Texas SOIL ID NUMBER COMPACTION TESTS TEST NO. Approach to Bethel, North End M. Howlader IN PLACE DRY DENSITY PCF DATE