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HomeMy WebLinkAboutCompaction Test ReportJAN -25-2008 FRI 08:55 AM COMPACTION TEST REPORT TO: Mr, Mike Keathley DATE: 01/03/08 363 Elkins Lake REPORT NO: 1 Gessner Huntsville, Texas 77340 GE JOB NO.: 07-0651 Engineering Technician: JH PROJECT: Giese Residence - College Station, Texas CC: Mr. Frank Pena / Pena Dozer, 307 S. Main Street, Bryan, Texas 77803 P, 004 TYPE OF SOIL LOCATION % MOIST OPT. MOIST DRY DEN. ( PCF) MAX DEN. ( PCF) % COMP. Select Fill #4 Lift 1 01-03-08 Building Pad -AM (#1) 12'N. of S. Edge & 15' E. of W. Edge of Building Pad 11.1 11.2 110.0 120.3 91,4 Select Fill #4 Lift 1 (#2) 12'S. of N. Edge & 12'W. of E. Edge of Building Pad 11.5 11.2 113.2 120.3 94.1 Select Fill #2 Lift 1 (0111) Retest -12' N. of S. Edge & 15' E. of W. Edge of Building Pad 12.1 13.1 109.4 114.8 95.3 Select Fill #2 Lift 1 (#2) Retest - 12'S. of N. Edge & 12' W. of E. Edge of Building Pad 11.7 13.1 109.5 114.8 95.4 Select Fill #2 Lift 2 01-03.08 Building Pad - PM (#3) 12'S. of N. Edge & 10'E. of W. Edge of Building Pad 13.4 13.1 109.5 114.8 95.4 Select Fill #2 Lift 2 (#4) 12' N. of S. Edge & 8'W. of E. Edge of Building Pad 11.7 13.1 111.4 114.8 97.0 REMARKS: The above density tests taken 01-03-08, on the in place select fill material, for the above referenced project. All density tests taken Cud six (6) inch depths. MAXIMUM DENSITY IN ACCORDANCE WITH: ASTM D 698 SPECIFICATIONS: Compaction 95% Moisture -2 to +2% of Optimum Jimmy Ptiesmeyer Engineer Technician 1712 Southwest Parkway, Suite 105 * P.O. Box 10763 Coll e Station. Tms 7702 " -6B0-88 ' Fax 979.680.8841 2204 South Chappell Hlll Street, Brenham, Texas 77833 - 979-836.6855 " Fax 979-838-6847 * www.GessnarEnglnearing.com JAN -25-2008 FR[ 08:55 AM TO: Mr. Mike Keathley 363 Elkins Lake Huntsville, Texas 77340 COMPACTION TEST REPORT DATE: 01/04/08 - 01/05/08 REPORT NO: 2 GE JOB NO.: 07-0851 Technician: TG/JH PROJECT: Giese Residence - College Station, Texas CC: Mr. Frank Pena/ Pena Dozer, 307 S. Main Street, Bryan, Texas 77803 C; Gessner Engineering P. 005 TYPE OF SOIL LOCATION % MOIST OPT. MOIST DRY DEN. ( PCF) MAX DEN. ( PCF) % COMP. Select Fill #2 Lift 3 01-04.-08 Building Pad (#5) 18' S. of N. Edge & 15' W. of E. Edge of Building Pad 7.9 13.1 105.8 114.8 92.0 Select Fill #2 Lift 3 (#6) 12'S. of N. Edge & 15'E. of W. Edge of Building Pad 9.1 13.1 107.0 114.8 93.2 Select Fill #2 Lift 3 01-05-08 Building Pad (45) Retest -18' N. of S. Edge & 12' W. of E. Edge of Building Pad 15.7 13.1 109.5 114.8 95.5 Select Fill #2 Lift 3 (#S) Retest - 20' S.. of N. Edge & 12' E. of W. Edge of Building Pad 14.6 13.1 111.7 114.8 97.3 REMARKS: The above density tests and retests taken 01-04-08 and 01-05-08, on the in place select fill material, for the above referenced project. All density tests taken @ six (6) inch depths. MAXIMUM DENSITY IN ACCORDANCE WITH: ASTM D 698 SPECIFICATIONS: Compaction 95% Moisture -2 to +211/q of Optimum Jimmy Priesmeyer Engineer Technician 1712 Southwest Parkway Suite 105* R0. B9A 10763, College Station, Texas 77842 * 979-680-8840 'Fax 979,880-8841 2204 South Chappell Hill Street, Brenham, Taxes 77833 * 979-836-6855 * Fax 979-836-6847 * www.GessnerEnginee6ng.com �L JAN -25-2008 FR( 08:55 AM January 3, 2008 Mr. Mike Keathley 363 Elkins Lake Huntsville, Texas 77340 Re: Materials Testing — Proposed Select Fill Material Kerry Giese Project University Preserve — College Station, Texas Gessner Engineering Job No.: 07-0651 Dear Mr. Keathley: 130 Gessner Engineering At the request of Mr. Frank Pend of Pena Dozer, Gessner Engineering performed four (4) ASTM D.4318 Atterberg Limit Determination and three (3) ASTM D 698 Standard Proctor Density Determination tests, on four (4) samples of proposed select fill material for the above referenced project. The samples of material were delivered to Gessner Engineering in College Station, Texas December 28, 2007 Samples No. 1 & 2 and December 31, 2007 Sample No. 3 & 4. Results of the Atterberg Limit Determination tests are as follows: Atterberg Limit Determination Sample Source Liquid Plastic Plasticity Date No. Material Location Limit . Limit Index Tested 1 Lt Red Tan Silty Sandy Delivered Sample 17 10 7 12/31/07 Gla 12/20/07 2 Brown Silty Sandy Clay Delivered Sample 12/28/07 17 11 6 12/31/07 3 Red Brown Silty Sandy Delivered Sample 18 10 8 1102/0$ Clay 12/31/07 4 Lt Red Brown Silty Delivered Sample 21 10 11 1!02/08 -Sandy Gla 12/31/07 Copies of the ASTM D 698 Standard Proctor Density Determination tests for Samples No. 1, 2 & 4 are attached for your review. It has been a pleasure to provide you this service. If we may be of further assistance, or if you have any questions please contact us at your c929 - Ru. Sincerely, �,/p�� • •.�* THOMAS E. GE8SNEEa Thomas E. Gessner, P.E. 90967 . • : 0'# '1 1712 Southwest parkway, 5uire #105, College Station, Taxas 7?61QlC+Q4&Z9i Y0763, 77842-0763 • 979.680.8840 , PAX 979.680.8841 2204 South Chappell Hill Street, Brenham, Texas 77833 • 979.836.6855 • FAX 979.836.6847 www.GesmicrEngincering.com P, 006 JAN -25-2008 FRI 08:55 AM P. 00 ME�OEM OEM■■ N■■��,i► No ��► , . , , , C ■■■■ ■■■ �a�► ■■■ ■■M 01MMMMMM ON M■MME ■E■ �IMMON - a ■CON .■■ .MR ■VINE N■OOM ■ E . ■■�,►. Mom IM ■ IMMIN�ir... ■■■■■ E 00,.•i NONE NEEM■ ■■■M loom .■■■ •.. ■NM■II ■■■■ N■■ OMEN r\E` SEEM MEMO ■■0► „NUNN■■MO ■■MMEM■ENM000 ..■■ . �.MN I.. ..■■■■■...:�. ME NOME ■■E EM■■ NNE6 . IME■ MEN MOMM MNo EME■■ ■MMM■MEMME M■MN M■MOE�■ENEEME■ NOME ■■■ NONE MON►S ■■■ NNE■ ■■■■`'rail... M■■ MM■■ 0 E ■■..:�►�. MENS MEN � ■.•1►�. ■■■ 110 ■ ■■■M MOON ONE ■■■ NOME NEON NOON No ME NEON ■ME■ MEMO ■■■ ■._-�. ME NSONOO■ .. ■■m ., NINE MEN N loom NMI SEEN WOMEN N■ME■■NONE M■■■ ■■■N NONE --mom ■■■ ■■■ ■■NE III■■. 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Proposed NI■■ ■ MINI ��� Preserve :Station, ■ ■ MINI ■ `fir►specification: MINI.■ Nil IN .. ■..■. MINI......M 100% SATURATION CURVES FOR SPEC. GRAVEQUAL TO; .. ■■MI■■MI MIMINIMI �. ■■MIINIMIN���rr�2.8ON NI■■ r►..■ •NIMPOMPW ..C.,2.7 0 100 80 m 70 L 0 Water content, % No. LOCATION AND DESCRIPTION Source: Select Fill Sample No.: 2 2 Proposed Select Fill - Brown Silty Sandy Clay W 25 30 35 40 REMARKS _ Sample Delivered 12/28/07 Sample Tested 12/31/07 No USCS LL PI NAT.MOIST-1 OVERSIZE I %< No.200 MAX. DRY DEN. OPT. MOIST. 2 — 17 1 6 1 0/->No.4=0 -- % 114.8 pcf Figure Engineering,