Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Security Fire Systems-LR170427
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 REPORT OF FIELD DENSITY TESTS Security Fire Systems 196 S. Freeport Parkway Coppell, Texas REPORTED TO: Security Fire Systems, Inc. 196 Freeport Parkway Coppell, Texas 75019 ATTN: Mr. Mike Alexander REPORT NO. 12 REPORT DATE: 05-24-17 REG PROJECT NO. 21753 TECHNICIAN: J. Castaneda PAGE: 1 of 2 CONTRACTOR: Trest Construction Proctor No. ASTM Standard Description Optimum Moisture, % Maximum Density, PCF 1 D-698 Reddish brown clayey sand w/sandstone 12.2 109.9 2 D-698 Light brown sandy clay 13.5 110.5 3 D-698 Dark brown clayey sand 10.5 117.1 4 D-698 Reddish brown sandy clay 13.5 110.7 5 D-698 Red & light brown clayey sand 11.6 114.0 6 D-698 Reddish brown clayey sand, “select” fill 10.8 115.0 Test No. Date Location Depth Below Final S. G. (feet) Pocket Pen (tsf) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 54 04-27-17 Bldg Pad: E.6-1.8 0.0 3.0 109.8 12.7 6 95.5 55 Bldg Pad: C.7-1.7 0.0 3.0 110.2 13.5 6 95.8 56 Bldg Pad: B.5-1.6 0.0 3.5 111.1 13.0 6 96.6 57 Bldg Pad: A.4-1.7 0.0 3.5 110.5 13.1 6 96.1 58 Bldg Pad: E.5-2.5 0.0 3.5 111.0 12.8 6 96.5 59 Bldg Pad: B.5-2.4 0.0 3.0 109.9 12.9 6 95.6 60 Bldg Pad: E.5-3.5 0.0 3.5 110.7 12.5 6 96.3 61 Bldg Pad: C.9-3.4 0.0 3.5 110.6 12.8 6 96.2 62 05-01-17 Storm Line A1: STA 2+00 2.0 3.5 106.2 15.1 2 96.1 63 Storm Line A1: STA 2+01 1.0 3.0 105.7 15.9 2 95.7 64 Storm Line A1: STA 2+02 0.0 3.0 105.3 16.1 2 95.3 65 Storm Line A1: STA 2+60 2.0 3.0 105.9 15.9 2 95.8 66 Storm Line A1: STA 2+61 1.0 3.5 106.7 14.8 2 96.6 67 Storm Line A1: STA 2+62 0.0 3.5 106.1 14.9 2 96.0 68 05-02-17 Storm Line A1: STA 00+70 1.0 2.0 105.7 16.7 4 95.5 69 Storm Line A1: STA 00+71 1.0 1.0 105.9 16.0 4 95.7 70 Storm Line A1: STA 00+72 1.0 1.0 106.3 16.4 4 96.0 71 Storm Line A1: STA 1+00 1.0 2.0 105.9 17.1 4 95.7 REPORT NO. 12 REPORT DATE: 05-24-17 REG PROJECT NO. 21753 PAGE: 2 of 2 Test No. Date Location Depth Below Final S. G. (feet) Pocket Pen (tsf) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 72 05-02-17 Storm Line A1: STA 1+01 1.0 1.0 106.3 16.9 4 96.0 73 Storm Line A1: STA 1+02 1.0 1.0 107.2 16.1 4 96.8 74 05-03-17 Storm Line A1: STA 2+00 2.0 3.5 106.7 15.7 2 96.6 75 Storm Line A1: STA 2+01 1.0 3.75 107.9 107.9 2 97.6 76 Storm Line A1: STA 2+02 0.0 3.75 106.5 106.5 2 96.4 77 Storm Line A1: STA 3+00 2.0 3.75 107.4 107.4 2 97.2 78 Storm Line A1: STA 3+01 1.0 3.5 105.9 105.9 2 95.8 79 Storm Line A1: STA 3+02 0.0 3.75 106.7 106.7 2 96.6 80 05-04-17 Water Line A: STA 4+50 5.0 3.5 106.3 15.3 2 96.2 81 Water Line A: STA 4+51 4.0 3.75 107.2 15.9 2 97.0 82 Water Line A: STA 4+01 5.0 3.75 107.3 15.3 2 97.1 83 Water Line A: STA 4+02 4.0 3.75 108.0 14.9 2 97.7 84 05-05-17 Water Line A: STA 4+00 3.0 4.0 108.9 15.0 2 98.6 85 Water Line A: STA 4+01 2.0 3.75 106.7 15.9 2 96.6 86 Water Line A: STA 4+02 1.0 3.75 107.5 15.0 2 97.3 87 Water Line A: STA 5+00 3.0 3.5 106.9 15.3 2 96.7 88 Water Line A: STA 5+01 2.0 3.75 107.4 15.7 2 97.2 89 Water Line A: STA 5+02 1.0 3.75 107.9 16.2 2 97.6 Comments: Where tested, materials were in compliance with project specifications. E-Mail Distribution: (1) Security Fire Systems, Inc./ Mr. Mike Alexander (1) GPF Architects, LLC/Mr. Greg Frnka (1) Trest Construction/Mr. Gilbert Trevino (1) City of Coppell/Mr. Matthew Mabry (1) Trest Construction/Mr. Clement Wang (1) Trest Construction/Mr. Eric Larsen Submitted by: REED ENGINEERING GROUP, LTD. REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT BW/mg