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Neighborhood CU-LR130224February 24, 2013 ECS Texas. LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392 -3222 [Phone] (972) 392 -0102 [FAx] Texas Registered Engineering Firm # F -8461 LEVELS, LLC 2000 River Edge Parkway Suite 100 Atlanta, GA 30328 ATTN: J.R. Aguero We are enclosing: X Materials Engineering Division Reports X For your use X As requested ENCL: Soil Lab Results Mark R. LETTER OF TRANSMITTAL RE: Neighborhood Credit Union ECS Job 4 19:5924 -B Permits: Location: 360 S. Denton Tap Road Coppell, TX D4S -3 LAB SUITE REPORT 5924 -B D4S -LPDF LABSUITE REPORT 5924 -B D4S -2.PDF LABSUITE REPORT 5924 -B D4S -3.PDF �% 44 %'j OF 4 . 10, �� /0N w 2013 COMPACTION TEST REPORT 118 113 1 111.1 108 U Q C N 103 98 ZAV for Sp.G. _ 93 2.65 2 7 12 17 22 27 32 Water content, % Test specification: ASTM D 698 -07 Method A Standard Elev/ Depth Classification Nat. Moist. Sp.G. LL PI % > #4 % < No.200 USCS AASHTO 0.00 -0.00 CL 2.65 32 15 0 75.4 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 111.1 pef Optimum moisture = 15.0 % CLAY, With Sand Project No. 5924 -B Client: LEVEL5, LLC Project: Neighborhood Credit Union o Source: Reddish Brown Clayey SAND (SF) Sample No.: D4S -1 Remarks: Figure ECS Texas, (.GP 4950 Keller 5Pi ws Rd, suite 480 ' Add— Tx 75001. Phone (5,z }BaaeOas 'Pax (W)519,7361 ��� ,::� COMPACTION TEST REPORT 107 1.2%.102.1 102 97 U Q C N 92 87 ZAV for Sp.G. _ 82 2.65 10 15 20 25 30 35 40 Water content, % Test specification: ASTM D 698 -07 Method A Standard Elev/ Depth Classification Nat. Moist. Sp.G. LL PI % > #4 % < No.200 USCS AASHTO 0.00 -0.00 CL 2.65 43 22 0 74.7 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 102.1 pef Optimum moisture = 21.2 % Clay, Light Brown with Sand Project No. 5924 -B Client: LEVEL5, LLC Project: Neighborhood Credit Union o Source of Sample: Light Brown CLAY Sample Number: D4S -2 Remarks: Figure ECS Texas, (.GP 4950 Keller 5Pi ws Rd, suite 480 ' Add— Tx 75001. Phone (5,z }BaaeOas 'Pax (W)519,7361 ��� ,::� COMPACTION TEST REPORT 107 1 .4° 1031 102 97 U Q U) C N 92 87 ZAV for Sp.G. _ 821 2.65 7 12 17 22 27 32 37 Water content, % Test specification: ASTM D 698 -07 Method A Standard Elev/ Depth Classification Nat. Moist. Sp.G. LL PI % > #4 % < No.200 USCS AASHTO 0.00 -0.00 SC 2.65 51 30 0 37.5 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 103.1 pef Optimum moisture = 19.4 % Clayey SAND Project No. 5924 -B Client: LEVEL5, LLC Project: Neighborhood Credit Union o Source of Sample: Brown CLAY Sample Number: D4S -3 Remarks: Figure ECS Texas, (.GP 4950 Keller 5Pi ws Rd, suite 480 ' Add— Tx 75001. Phone (5,z }BaaeOas 'Pax (W)519,7361 ��� ,::�