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Townhomes Ph 2-LR131023 REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 10/23/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-53 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN:Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* DRY DENSITYMOISTUREDRY DENSITY MOISTURE NO.NUMBER COMPACTION DEPTH %PCF%PCF 76910/23/13FG-9.0222.997.924.194961-A 77010/23/13FG-8.5222.997.924.594961-A 77110/23/13FG-8.0222.997.923.896981-A 77210/23/13FG--7.5222.997.924.297991-A 77310/23/13FG-7.0222.997.925.294961-A 77410/23/13FG-6.5222.997.922.995971-A 77510/23/13FG-6.0222.997.923.596981-A TEST LOCATION:Utilities Sanitary Sewer Line A at Station 2+00 769 770Sanitary Sewer Line A at Station 2+00 771Sanitary Sewer Line A at Station 2+00 Sanitary Sewer Line A at Station 2+00 772 773Sanitary Sewer Line A at Station 2+00 Sanitary Sewer Line A at Station 2+00 774 775Sanitary Sewer Line A at Station 2+00 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 10/23/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-53A Coppell Phase II Coppell, Texas TEST DATA: TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 77610/23/13FG-5.5222.997.924.994961-A 77710/23/13FG-5.0222.997.925.196981-A 77810/23/13FG-4.5222.997.923.497991-A 77910/23/13FG-4.0222.997.923.695971-A 78010/23/13FG-3.5222.997.925.096981-A 78110/23/13FG-3.0222.997.925.794961-A 78210/23/13FG-2.5222.997.923.797991-A TEST LOCATION:Utilities Sanitary Sewer Line A at Station 2+00 776 Sanitary Sewer Line A at Station 2+00 777 Sanitary Sewer Line A at Station 2+00 778 Sanitary Sewer Line A at Station 2+00 779 Sanitary Sewer Line A at Station 2+00 780 Sanitary Sewer Line A at Station 2+00 781 Sanitary Sewer Line A at Station 2+00 782 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 10/23/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-53B Coppell Phase II Coppell, Texas TEST DATA: TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 78310/23/13FG-2.0222.997.924.594961-A 78410/23/13FG-1.5222.997.925.993951-A 78510/23/13FG-1.0222.997.925.995971-A 78610/23/13FG-0.5222.997.923.995971-A 78710/23/13FG222.997.923.996981-A TEST LOCATION:Utilities Sanitary Sewer Line A at Station 2+00 783 Sanitary Sewer Line A at Station 2+00 784 Sanitary Sewer Line A at Station 2+00 785 Sanitary Sewer Line A at Station 2+00 786 Sanitary Sewer Line A at Station 2+00 787 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 10/25/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-54 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN:Jamshid Ranjbaran IN PLACE OPTIMUMMAXIMUM LABIN PLACE TESTSOIL ID ELEV. PERCENT DATE COMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 78810/25/13FG-8.0119.1102.920.6101981-A 78910/25/13FG-7.5119.1102.921.3101981-A 79010/25/13FG-7.0119.1102.920.699961-A 79110/25/13FG-6.5119.1102.920.499971-A 79210/25/13FG-6.0119.1102.922.298951-A 79310/25/13FG-5.5119.1102.922.698961-A 79410/25/13FG-5.0119.1102.920.1101991-A TEST LOCATION:Utility 788Sanitary Sewer Line A at Station 5+00 789Sanitary Sewer Line A at Station 5+00 790Sanitary Sewer Line A at Station 5+00 791Sanitary Sewer Line A at Station 5+00 792Sanitary Sewer Line A at Station 5+00 793Sanitary Sewer Line A at Station 5+00 794Sanitary Sewer Line A at Station 5+00 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 10/25/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-54A Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 79510/25/13FG-4.5119.1102.921.1101981-A 79610/25/13FG-4.0119.1102.921.199961-A 79710/25/13FG-3.5119.1102.919.799971-A 79810/25/13FG-3.0119.1102.921.898951-A 79910/25/13FG-2.5119.1102.922.698961-A 80010/25/13FG-2.0119.1102.919.6101991-A 80110/25/13FG-1.5119.1102.921.199961-A TEST LOCATION:Utility 795Sanitary Sewer Line A at Station 5+00 796Sanitary Sewer Line A at Station 5+00 797Sanitary Sewer Line A at Station 5+00 798Sanitary Sewer Line A at Station 5+00 799Sanitary Sewer Line A at Station 5+00 800Sanitary Sewer Line A at Station 5+00 801Sanitary Sewer Line A at Station 5+00 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 10/25/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-54B Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 80210/25/13FG-1.0119.1102.921.1101981-A 80310/25/13FG119.1102.919.699961-A 80410/25/13FG-2.0119.1102.919.999961-A 80510/25/13FG-1.5119.1102.921.898951-A 80610/25/13FG-1.0119.1102.922.899961-A 80710/25/13FG-0.5119.1102.920.6101981-A 80810/25/13FG119.1102.919.6100971-A TEST LOCATION:Utility 802Sanitary Sewer Line A at Station 5+00 803Sanitary Sewer Line A at Station 5+00 804Sanitary Sewer Manhole on Line A at Station 4+59, North Side 805Sanitary Sewer Manhole on Line A at Station 4+59, West Side 806Sanitary Sewer Manhole on Line A at Station 4+59, East Side 807Sanitary Sewer Manhole on Line A at Station 4+59, South Side 808Sanitary Sewer Manhole on Line A at Station 4+59, North Side 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 10/26/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-55 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN:Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* DRY DENSITYMOISTUREDRY DENSITY MOISTURE NO.NUMBER COMPACTION DEPTH %PCF%PCF 80910/26/13FG-3.0119.1102.921.4100971-A 81010/26/13FG-2.5119.1102.920.5101981-A 81110/26/13FG-2.0119.1102.920.3100981-A 81210/26/13FG-1.5119.1102.922.198961-A 81310/26/13FG-1.0119.1102.922.598951-A 81410/26/13FG-0.5119.1102.920.6101981-A 81510/26/13FG119.1102.920.399961-A TEST LOCATION:Utilities Sanitary Sewer Line A, Manhole at Station 6+99, North Side 809 810Sanitary Sewer Line A, Manhole at Station 6+99, West Side 811Sanitary Sewer Line A, Manhole at Station 6+99, East Side Sanitary Sewer Line A, Manhole at Station 6+99, South Side 812 813Sanitary Sewer Line A, Manhole at Station 6+99, North Side Sanitary Sewer Line A, Manhole at Station 6+99, West Side 814 815Sanitary Sewer Line A, Manhole at Station 6+99, East Side 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 10/26/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-55A Coppell Phase II Coppell, Texas TEST DATA: TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 81610/26/13FG-6.0119.1102.920.898951-A 81710/26/13FG-5.5119.1102.921.499971-A 81810/26/13FG-5.0119.1102.919.898951-A 81910/26/13FG-4.5119.1102.919.6101981-A 82010/26/13FG-4.0119.1102.921.2100981-A 82110/26/13FG-3.5119.1102.922.898961-A 82210/26/13FG-3.0119.1102.920.4100971-A TEST LOCATION:Utilities Sanitary Sewer Line B at Station 1+00 816 Sanitary Sewer Line B at Station 1+00 817 Sanitary Sewer Line B at Station 1+00 818 Sanitary Sewer Line B at Station 1+00 819 Sanitary Sewer Line B at Station 1+00 820 Sanitary Sewer Line B at Station 1+00 821 Sanitary Sewer Line B at Station 1+00 822 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 10/26/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-55B Coppell Phase II Coppell, Texas TEST DATA: TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 82310/26/13FG-2.5119.1102.921.899961-A 82410/26/13FG-2.0119.1102.920.7100981-A 82510/26/13FG-1.5119.1102.920.3100971-A 82610/26/13FG-1.0119.1102.921.4102991-A 82710/26/13FG-0.5119.1102.922.9101991-A 82810/26/13FG119.1102.921.3102991-A TEST LOCATION:Utilities Sanitary Sewer Line B at Station 1+00 823 Sanitary Sewer Line B at Station 1+00 824 Sanitary Sewer Line B at Station 1+00 825 Sanitary Sewer Line B at Station 1+00 826 Sanitary Sewer Line B at Station 1+00 827 Sanitary Sewer Line B at Station 1+00 828 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 10/30/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-56 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN:Jamshid Ranjbaran IN PLACE OPTIMUMMAXIMUM LABIN PLACE TESTSOIL ID ELEV. PERCENT DATE COMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 82910/30/13FG-7.0119.1102.920.699961-A 83010/30/13FG-6.5119.1102.921.1101981-A 83110/30/13FG-6.0119.1102.920.4102991-A 83210/30/13FG-5.5119.1102.922.998951-A 83310/30/13FG-5.0119.1102.921.799971-A 83410/30/13FG-4.5119.1102.922.498961-A 83510/30/13FG-4.0119.1102.920.999971-A TEST LOCATION:Utility 829Sanitary Sewer Line A at Station 9+00 830Sanitary Sewer Line A at Station 9+00 831Sanitary Sewer Line A at Station 9+00 832Sanitary Sewer Line A at Station 9+00 833Sanitary Sewer Line A at Station 9+00 834Sanitary Sewer Line A at Station 9+00 835Sanitary Sewer Line A at Station 9+00 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 10/30/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-56A Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 83610/30/13FG-3.5119.1102.919.5101981-A 83710/30/13FG-3.0119.1102.920.7100981-A 83810/30/13FG-2.5119.1102.921.699961-A 83910/30/13FG-2.0119.1102.919.998951-A 84010/30/13FG-1.5119.1102.920.198951-A 84110/30/13FG-1.0119.1102.922.198951-A 84210/30/13FG-0.5119.1102.922.698961-A TEST LOCATION:Utility 836Sanitary Sewer Line A at Station 9+00 837Sanitary Sewer Line A at Station 9+00 838Sanitary Sewer Line A at Station 9+00 839Sanitary Sewer Line A at Station 9+00 840Sanitary Sewer Line A at Station 9+00 841Sanitary Sewer Line A at Station 9+00 842Sanitary Sewer Line A at Station 9+00 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 10/30/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-56B Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 84310/30/13FG119.1102.920.4102991-A 84410/30/13FG-4.0119.1102.919.899961-A 84510/30/13FG-3.5119.1102.921.798951-A 84610/30/13FG-3.0119.1102.922.699961-A 84710/30/13FG-2.5119.1102.920.599971-A 84810/30/13FG-2.0119.1102.919.8101991-A 84910/30/13FG-1.5119.1102.920.198961-A TEST LOCATION:Utility 843Sanitary Sewer Line A at Station 9+00 844Sanitary Sewer Manhole on Line A at Station 9+80, North Side 845Sanitary Sewer Manhole on Line A at Station 9+80, West Side 846Sanitary Sewer Manhole on Line A at Station 9+80, East Side 847Sanitary Sewer Manhole on Line A at Station 9+80, South Side 848Sanitary Sewer Manhole on Line A at Station 9+80, North Side 849Sanitary Sewer Manhole on Line A at Station 9+80, East Side 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 10/30/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-56C Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 85010/30/13FG-1.0119.1102.920.699961-A 85110/30/13FG-0.5119.1102.919.6101981-A 85210/30/13FG119.1102.921.1101981-A TEST LOCATION:Utility 850Sanitary Sewer Manhole on Line A at Station 9+80, West Side 851Sanitary Sewer Manhole on Line A at Station 9+80, South Side 852Sanitary Sewer Manhole on Line A at Station 9+80, North Side 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/02/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-57 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NUMBER NO.COMPACTION DEPTH %PCF%PCF 85311/02/13FG-8.0119.1102.920.0102991-A 85411/02/13FG-7.5119.1102.919.5100971-A 85511/02/13FG-7.0119.1102.920.099961-A 85611/02/13FG-6.5119.1102.921.699971-A 85711/02/13FG-6.0119.1102.921.9102991-A 85811/02/13FG-5.5119.1102.920.699961-A 85911/02/13FG-5.0119.1102.919.599971-A TEST LOCATION:Utilities Sanitary Sewer Line A at Station 12+00 853 Sanitary Sewer Line A at Station 12+25 854 Sanitary Sewer Line A at Station 12+50 855 856Sanitary Sewer Line A at Station 12+75 Sanitary Sewer Line A at Station 12+00 857 858Sanitary Sewer Line A at Station 12+25 Sanitary Sewer Line A at Station 12+50 859 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/02/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-57A Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTURE DRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 86011/02/13FG-4.5119.1102.920.5101981-A 86111/02/13FG-4.0119.1102.921.11021001-A 86211/02/13FG-3.5119.1102.921.6101981-A 86311/02/13FG-3.0119.1102.920.1102991-A 86411/02/13FG-2.5119.1102.920.31021001-A 86511/02/13FG-2.0119.1102.921.4101981-A 86611/02/13FG-1.5119.1102.921.699961-A TEST LOCATION:Utilities Sanitary Sewer Line A at Station 12+75 860 Sanitary Sewer Line A at Station 12+00 861 Sanitary Sewer Line A at Station 12+25 862 Sanitary Sewer Line A at Station 12+50 863 Sanitary Sewer Line A at Station 12+75 864 865Sanitary Sewer Line A at Station 12+00 866Sanitary Sewer Line A at Station 12+25 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/02/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-57B Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTURE DRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 86711/02/13FG-1.0119.1102.921.898961-A 86811/02/13FG-0.5119.1102.919.499971-A 86911/02/13FG119.1102.919.699961-A 87011/02/13FG-4.0119.1102.921.5101981-A 87111/02/13FG-3.5119.1102.922.2100981-A 87211/02/13FG-3.0119.1102.919.8102991-A 87311/02/13FG-2.5119.1102.919.6101981-A TEST LOCATION:Utilities Sanitary Sewer Line A at Station 12+50 867 Sanitary Sewer Line A at Station 12+75 868 Sanitary Sewer Line A at Station 12+00 869 Manhole Along Sanitary Sewer Line A at Station 13+89, North Side 870 Manhole Along Sanitary Sewer Line A at Station 13+89, West Side 871 872Manhole Along Sanitary Sewer Line A at Station 13+89, East Side 873Manhole Along Sanitary Sewer Line A at Station 13+89, South Side 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/02/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-57C Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 87411/02/13FG-2.0119.1102.920.699961-A 87511/02/13FG-1.5119.1102.921.0101981-A 87611/02/13FG-1.0119.1102.919.8100981-A 87711/02/13FG-0.5119.1102.921.1102991-A 87811/02/13FG119.1102.920.499971-A TEST LOCATION:Utilities Manhole Along Sanitary Sewer Line A at Station 13+89, North Side 874 Manhole Along Sanitary Sewer Line A at Station 13+89, West Side 875 Manhole Along Sanitary Sewer Line A at Station 13+89, East Side 876 Manhole Along Sanitary Sewer Line A at Station 13+89, South Side 877 Manhole Along Sanitary Sewer Line A at Station 13+89, North Side 878 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/04/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-58 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN:Jamshid Ranjbaran IN PLACE OPTIMUMMAXIMUM LABIN PLACE TESTSOIL ID ELEV. PERCENT DATE COMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 87911/04/13FG-8.0119.1102.920.198961-A 88011/04/13FG-7.5119.1102.921.3101991-A 88111/04/13FG-7.0119.1102.921.8100971-A 88211/04/13FG-6.5119.1102.920.699961-A 88311/04/13FG-6.0119.1102.921.499971-A 88411/04/13FG-5.5119.1102.920.4102991-A 88511/04/13FG-5.0119.1102.919.6101981-A TEST LOCATION:Utility 879Sanitary Sewer Line B at Station 4+00 880Sanitary Sewer Line B at Station 4+25 881Sanitary Sewer Line B at Station 4+50 882Sanitary Sewer Line B at Station 4+75 883Sanitary Sewer Line B at Station 4+00 884Sanitary Sewer Line B at Station 4+25 885Sanitary Sewer Line B at Station 4+50 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/04/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-58A Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 88611/04/13FG-4.5119.1102.920.9102991-A 88711/04/13FG-4.0119.1102.920.198961-A 88811/04/13FG-3.5119.1102.919.698951-A 88911/04/13FG-3.0119.1102.921.499971-A 89011/04/13FG-2.5119.1102.922.898951-A 89111/04/13FG-2.0119.1102.919.499971-A 89211/04/13FG-1.5119.1102.921.7100981-A TEST LOCATION:Utility 886Sanitary Sewer Line B at Station 4+75 887Sanitary Sewer Line B at Station 4+00 888Sanitary Sewer Line B at Station 4+25 889Sanitary Sewer Line B at Station 4+40 890Sanitary Sewer Line B at Station 4+50 891Sanitary Sewer Line B at Station 4+75 892Sanitary Sewer Line B at Station 4+00 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/04/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-58B Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 89311/04/13FG-1.0119.1102.921.199961-A 89411/04/13FG-0.5119.1102.921.999971-A 89511/04/13FG119.1102.920.798961-A 89611/04/13FG-7.0119.1102.919.7100971-A 89711/04/13FG-6.5119.1102.921.3101981-A 89811/04/13FG-6.0119.1102.919.698951-A 89911/04/13FG-5.5119.1102.919.898951-A TEST LOCATION:Utility 893Sanitary Sewer Line B at Station 4+25 894Sanitary Sewer Line B at Station 4+50 895Sanitary Sewer Line B at Station 4+75 896Sanitary Sewer Line B at Station 7+00 897Sanitary Sewer Line B at Station 7+25 898Sanitary Sewer Line B at Station 7+40 899Sanitary Sewer Line B at Station 7+50 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/04/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-58C Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 90011/04/13FG-5.0119.1102.920.5102991-A 90111/04/13FG-4.5119.1102.922.599961-A 90211/04/13FG-4.0119.1102.920.599971-A 90311/04/13FG-3.5119.1102.921.5101981-A 90411/04/13FG-3.0119.1102.920.698961-A 90511/04/13FG-2.5119.1102.919.499971-A 90611/04/13FG-2.0119.1102.921.11021001-A TEST LOCATION:Utility 900Sanitary Sewer Line B at Station 7+60 901Sanitary Sewer Line B at Station 7+70 902Sanitary Sewer Line B at Station 7+80 903Sanitary Sewer Line B at Station 7+90 904Sanitary Sewer Line B at Station 7+00 905Sanitary Sewer Line B at Station 7+20 906Sanitary Sewer Line B at Station 7+30 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/04/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-58D Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 90711/04/13FG-1.5119.1102.920.7100981-A 90811/04/13FG-1.0119.1102.922.499961-A 90911/04/13FG-0.5119.1102.919.999971-A 91011/04/13FG119.1102.919.899961-A TEST LOCATION:Utility 907Sanitary Sewer Line B at Station 7+40 908Sanitary Sewer Line B at Station 7+60 909Sanitary Sewer Line B at Station 7+70 910Sanitary Sewer Line B at Station 7+90 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/05/13 Irving, Texas PROJECT:Old Town Addition - Main Street Coppell Phase IIOUR REPORT NO.:131773-59 Coppell, Texas TEST DATA:TECHNICIAN:J. Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE SOIL ID TEST ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 91111/05/13FG-7.0119.1102.920.3100981-A 91211/05/13FG-6.5119.1102.921.699961-A 91311/05/13FG-6.0119.1102.919.999971-A 91411/05/13FG-5.5119.1102.919.798951-A 91511/05/13FG-5.0119.1102.921.699961-A 91611/05/13FG-4.5119.1102.920.5101981-A 91711/05/13FG-4.0119.1102.919.498951-A TEST LOCATION: Utilities 911Sanitary Sewer Line B at Station 10+00 912Sanitary Sewer Line B at Station 10+20 913Sanitary Sewer Line B at Station 10+30 914Sanitary Sewer Line B at Station 10+40 915Sanitary Sewer Line B at Station 10+50 916Sanitary Sewer Line B at Station 10+60 917Sanitary Sewer Line B at Station 10+70 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/05/13 Irving, Texas PROJECT:Old Town Addition - Main Street Coppell Phase IIOUR REPORT NO.:131773-59A Coppell, Texas TEST DATA:TECHNICIAN:J. Ranjbaran IN PLACE OPTIMUMMAXIMUM LABIN PLACE TESTSOIL ID ELEV. PERCENT DATE COMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 91811/05/13FG-3.5119.1102.920.1101981-A 91911/05/13FG-3.0119.1102.919.598961-A 92011/05/13FG-2.5119.1102.921.499971-A 92111/05/13FG-2.0119.1102.920.9102991-A 92211/05/13FG-1.5119.1102.919.6101981-A 92311/05/13FG-1.0119.1102.921.599961-A 92411/05/13FG-0.5119.1102.921.699961-A TEST LOCATION: Utilities 918Sanitary Sewer Line B at Station 10+80 919Sanitary Sewer Line B at Station 10+90 920Sanitary Sewer Line B at Station 10+00 921Sanitary Sewer Line B at Station 10+10 922Sanitary Sewer Line B at Station 10+20 923Sanitary Sewer Line B at Station 10+30 924Sanitary Sewer Line B at Station 10+40 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/05/13 Irving, Texas PROJECT:Old Town Addition - Main Street Coppell Phase IIOUR REPORT NO.:131773-59B Coppell, Texas TEST DATA:TECHNICIAN:J. Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE SOIL ID TEST ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 92511/05/13FG119.1102.920.1101981-A 92611/05/13FG-5.0119.1102.921.698951-A 92711/05/13FG-4.5119.1102.919.599971-A 92811/05/13FG-4.0119.1102.921.3102991-A 92911/05/13FG-3.5119.1102.921.8101981-A 93011/05/13FG-3.0119.1102.920.8102991-A 93111/05/13FG-2.5119.1102.919.498961-A TEST LOCATION: Utilities 925Sanitary Sewer Line B at Station 10+00 926Sanitary Sewer Line B Manhole at Station 6+61, North Side 927Sanitary Sewer Line B Manhole at Station 6+61, West Side 928Sanitary Sewer Line B Manhole at Station 6+61, East Side 929Sanitary Sewer Line B Manhole at Station 6+61, South Side 930Sanitary Sewer Line B Manhole at Station 6+61, North Side 931Sanitary Sewer Line B Manhole at Station 6+61, West Side 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR:Main Street Coppell 2, LTD.DATE: 11/05/13 Irving, Texas PROJECT:Old Town Addition - Main Street Coppell Phase IIOUR REPORT NO.:131773-59C Coppell, Texas TEST DATA:TECHNICIAN:J. Ranjbaran IN PLACE OPTIMUMMAXIMUM LABIN PLACE TESTSOIL ID ELEV. PERCENT DATE COMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 93211/05/13FG-2.0119.1102.920.699961-A 93311/05/13FG-1.5119.1102.919.499971-A 93411/05/13FG-1.0119.1102.921.798951-A 93511/05/13FG-0.5119.1102.919.9101981-A 93611/05/13FG119.1102.921.699961-A TEST LOCATION: Utilities 932Sanitary Sewer Line B Manhole at Station 6+61, East Side 933Sanitary Sewer Line B Manhole at Station 6+61, South Side 934Sanitary Sewer Line B Manhole at Station 6+61, North Side 935Sanitary Sewer Line B Manhole at Station 6+61, East Side 936Sanitary Sewer Line B Manhole at Station 6+61, West Side 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/07/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-60 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN:Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* DRY DENSITYMOISTUREDRY DENSITY MOISTURE NO.NUMBER COMPACTION DEPTH %PCF%PCF 93711/07/13FG-5.0119.1102.920.1101991-A 93811/07/13FG-4.5119.1102.921.1101981-A 93911/07/13FG-4.0119.1102.920.098951-A 94011/07/13FG-3.5119.1102.920.199961-A 94111/07/13FG-3.0119.1102.921.899971-A 94211/07/13FG-2.5119.1102.920.898951-A 94311/07/13FG-2.0119.1102.921.799971-A TEST LOCATION:Utilities Sanitary Sewer Service to Block D, Lot 2 937 938Sanitary Sewer Service to Block D, Lot 2 939Sanitary Sewer Service to Block D, Lot 2 Sanitary Sewer Service to Block D, Lot 2 940 941Sanitary Sewer Service to Block D, Lot 2 Sanitary Sewer Service to Block D, Lot 2 942 943Sanitary Sewer Service to Block D, Lot 2 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/07/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-60A Coppell Phase II Coppell, Texas TEST DATA: TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 94411/07/13FG-1.5119.1102.920.699961-A 94511/07/13FG-1.0119.1102.921.6100971-A 94611/07/13FG-0.5119.1102.920.8101981-A 94711/07/13FG119.1102.920.2100981-A 94811/07/13FG-5.0119.1102.919.9102991-A 94911/07/13FG-4.5119.1102.919.399961-A 95011/07/13FG-4.0119.1102.919.599971-A TEST LOCATION:Utilities Sanitary Sewer Service to Block D, Lot 2 944 Sanitary Sewer Service to Block D, Lot 2 945 Sanitary Sewer Service to Block D, Lot 2 946 Sanitary Sewer Service to Block D, Lot 2 947 Sanitary Sewer Service to Block D, Lot 2 948 Sanitary Sewer Service to Block D, Lot 2 949 Sanitary Sewer Service to Block D, Lot 2 950 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/07/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-60B Coppell Phase II Coppell, Texas TEST DATA: TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 95111/07/13FG-3.5119.1102.921.4102991-A 95211/07/13FG-3.0119.1102.923.098961-A 95311/07/13FG-2.5119.1102.920.599971-A 95411/07/13FG-2.0119.1102.919.8102991-A 95511/07/13FG-1.5119.1102.922.199961-A 95611/07/13FG-1.0119.1102.921.3101981-A 95711/07/13FG-0.5119.1102.919.698951-A TEST LOCATION:Utilities Sanitary Sewer Service to Block D, Lot 5 951 Sanitary Sewer Service to Block D, Lot 5 952 Sanitary Sewer Service to Block D, Lot 5 953 Sanitary Sewer Service to Block D, Lot 5 954 Sanitary Sewer Service to Block D, Lot 5 955 Sanitary Sewer Service to Block D, Lot 5 956 Sanitary Sewer Service to Block D, Lot 5 957 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/07/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-60B Coppell Phase II Coppell, Texas TEST DATA: TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 95811/07/13FG119.1102.920.8101981-A TEST LOCATION:Utilities Sanitary Sewer Service to Block D, Lot 5 958 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/09/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-61 Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NUMBER NO.COMPACTION DEPTH %PCF%PCF 95911/09/13FG-3.0119.1102.921.3100981-A 96011/09/13FG-2.5119.1102.921.298951-A 96111/09/13FG-2.0119.1102.922.1100971-A 96211/09/13FG-1.5119.1102.920.1101981-A 96311/09/13FG-1.0119.1102.920.7100981-A 96411/09/13FG-0.5119.1102.920.199961-A 96511/09/13FG119.1102.921.499971-A TEST LOCATION:Utilities Manhole Along Sanitary Sewer Line B at Station 1+62, North Side 959 Manhole Along Sanitary Sewer Line B at Station 1+62, West Side 960 Manhole Along Sanitary Sewer Line B at Station 1+62, East Side 961 962Manhole Along Sanitary Sewer Line B at Station 1+62, South Side Manhole Along Sanitary Sewer Line B at Station 1+62, North Side 963 964Manhole Along Sanitary Sewer Line B at Station 1+62, East Side Manhole Along Sanitary Sewer Line B at Station 1+62, West Side 965 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/09/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-61A Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTURE DRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 96611/09/13FG-4.0119.1102.921.0102991-A 96711/09/13FG-3.5119.1102.922.21021001-A 96811/09/13FG-3.0119.1102.920.4101981-A 96911/09/13FG-2.5119.1102.921.199961-A 97011/09/13FG-2.0119.1102.921.999971-A 97111/09/13FG-1.5119.1102.919.798961-A 97211/09/13FG-1.0119.1102.919.8100971-A TEST LOCATION:Utilities Sanitary Sewer Service to Block D, Lot 8 966 Sanitary Sewer Service to Block D, Lot 8 967 Sanitary Sewer Service to Block D, Lot 8 968 Sanitary Sewer Service to Block D, Lot 8 969 Sanitary Sewer Service to Block D, Lot 8 970 971Sanitary Sewer Service to Block D, Lot 8 972Sanitary Sewer Service to Block D, Lot 8 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/09/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-61B Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTURE DRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 97311/09/13FG-0.5119.1102.921.1101981-A 97411/09/13FG119.1102.922.699961-A 97511/09/13FG-4.0119.1102.920.599971-A 97611/09/13FG-3.5119.1102.919.6102991-A 97711/09/13FG-3.0119.1102.919.4101981-A 97811/09/13FG-2.5119.1102.921.5101981-A 97911/09/13FG-2.0119.1102.922.298951-A TEST LOCATION:Utilities Sanitary Sewer Service to Block D, Lot 8 973 Sanitary Sewer Service to Block D, Lot 8 974 Sanitary Sewer Service to Block D, Lot 11 975 Sanitary Sewer Service to Block D, Lot 11 976 Sanitary Sewer Service to Block D, Lot 11 977 978Sanitary Sewer Service to Block D, Lot 11 979Sanitary Sewer Service to Block D, Lot 11 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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. REPORT OF FIELD COMPACTION TESTS 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 II Geotechnical Construction Materials Environmental www.alphatesting.com TBPE Firm No. 813 Main Street Coppell 2, LTD. TESTED FOR:DATE: 11/09/13 Irving, Texas PROJECT:Old Town Addition - Main StreetOUR REPORT NO.:131773-61C Coppell Phase II Coppell, Texas TEST DATA:TECHNICIAN: Jamshid Ranjbaran OPTIMUMMAXIMUM LABIN PLACEIN PLACE TESTSOIL ID ELEV. PERCENT DATECOMMENT* MOISTUREDRY DENSITYMOISTUREDRY DENSITY NO.NUMBER COMPACTION DEPTH %PCF%PCF 98011/09/13FG-1.5119.1102.920.2101981-A 98111/09/13FG-1.0119.1102.921.599961-A 98211/09/13FG-0.5119.1102.919.498951-A 98311/09/13FG119.1102.920.8101981-A TEST LOCATION:Utilities Sanitary Sewer Service to Block D, Lot 11 980 Sanitary Sewer Service to Block D, Lot 11 981 Sanitary Sewer Service to Block D, Lot 11 982 Sanitary Sewer Service to Block D, Lot 11 983 1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted, 4. CEMENT TREATEDD. RETEST Yonas Tanga 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.