Loading...
Westhaven Phase 2B-LR161205ALPHA T E S T N G REPORT OF FIELD 2209 Wisconsin Street, Suite 100 COMPACTION TESTS Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www,alphatesting.corn TBPE Firm No, 813 TESTED FOR: PROJECT TEST DATA: Cullum Construction Dallas, Texas Westhaven Phase 213 - utilities Coppell, Texas DATE: 12/05/16 OUR REPORT NO.: 162997-1 TECHNICIAN: J. Bura TEST N�. DATE ELEV. DEPTH NUMBER SOIL ID OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % IN PLACE DRY DENSITY PCF COMPACTION PERCENT COMMENT' 1 12/05/16 FG -8.0 1 21.6 102.7 1 22.9 98 95 1-A 2 12/05/16 FG -7.0 1 21.6 102.7 23.2 101 98 1-A 3 12/05/16 FG -6.0 1 21.6 102.7 21.7 101 98 1-A 4 12/05/16 FG -5.0 1 21.6 102.7 22.5 1 98 96 1-A 5 12/05/16 FG -4.0 1 21.6 102.7 23.0 98 95 1-A 6 12/05/16 FG -3.0 1 21.6 102.7 23.2 97 95 1-A 7 12/05/16 FG -2.0 1 21.6 102.7 21.6 1 98 95 1 1-A TF.qT I n(ATinN- 1 Sanitary Sewer Line R at Station 2+00 2 Sanitary Sewer Line R at Station 2+00 3 Sanitary Sewer Line R at Station 2+00 4 Sanitary Sewer Line R at Station 2+00 5 SanitaDt Sewer Line R at Station 2+00 6 Sanitary Sewer Line R at Station 2+00 7 SanitarySewer Line R at Station 2-x00 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. CEMENTTREATED D. RETEST AttefAbushakra, P.E. ALPHA TESTING, INC. Our lest results and reports a<e for the exclusive use of the ChoM (and their designated recipients on fila In our Woe) and shall not he reproduced andlor disldhuled except with express approval of ALPHA. The use of our name and test results must receive aur wfifion approval. Test resohs and repads apply only to the samples testod andlor observed, and are not indieaitve of the qualifies of apparenlly identical or sim!Tar specimens. L P H A#\TESTING REPORT OF FIELD 2209 Wisconsin Street, Suite 100 COMPACTION TESTS Dallas, Texas 75229 Geotechnical 1 Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR: PROJECT: TEST DATA: Cullum Construction Dallas, Texas Westhaven Phase 213 - Utilities Coppell, Texas DATE: 12/05/16 OUR REPORT NO.: 162997-1A TECHNICIAN: J. Bura TEST NO. DATE ELEV. DEPTH SOIL ID NUMBER OPTIMUM MOISTURE % MAXIMUM1AB DRY DENSITY PCF IN PLACE MOISTURE % IN PLACE DRY DENSITY PCF PERCENT COMPACTION COMMENT 8 12/05/16 FG -1.0 1 21.6 102.7 20.9 99 1 96 1-A 9 12/05/16 FG -7.0 1 21.6 102.7 21.2 97 95 1-A 10 12/05/16 FG -6.0 1 21.6 102.7 21.8 98 95 1-A 11 12/05/16 FG -5.0 1 21.6 102.7 1 21.5 99 96 1-A 12 12/05/16 FG -4.0 1 21.6 102.7 22.0 98 95 1-A 13 12/05/16 FG -3.0 1 21.6 102.7 21.9 97 95 1-A 14 12/05/16 FG -2.0 1 21.6 102.7 21.3 1 99 96 1 1-A Tr -CT 1 of ATlnnl• 8 Sanitary Sewer Line Rat Station 2+00 9 Sanitary Sewer Line R at Station 5+00 10 Sanitary Sewer Line R at Station 5+00 11 Sanitary Sewer Line R at Station 5+00 12 Sanita Sewer Line R at Station 5+00 Sanita Sewer Line R at Station 5+00 t14 Sanitar Sewer Line R at Station 5+00 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. CEMENTTREATED D. RETEST Attef Abushakra, P. E. ALPHA TESTING, INC. Our iest results and reports are for Ilse exclusive use of the Client (and theirdesiomiled recipients on hte in our office) and shall not he reproduced andlordistribuled except with express approval of ALPHA. The use of aur name and test resulls must receive our written approval. Tost results and reports apply only in the samples tested aodlor observed. and ere not indicative of the qua III les of apparently Identical or similar specimens. LPHA#\TESTING REPORT OF FIELD 2209 Wisconsin Street, Suite 100 COMPACTION TESTS Dallas, Texas 75229 Geotechnical I Construction Materiais I Environmental www.alphatesting.com TBPE Firm No. 813 PROJECT: TEST DATA: Cullum Construction Dallas, Texas Westhaven Phase 213 - Utilities Coppell, Texas DATE: 12/05/16 OUR REPORT NO.: 162997-1B TECHNICIAN: J. Bura TEST NO Sanitary ELEV. pEPTH $Olt 1p NUMBER OPTIMUM MOISTURE °/ MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE h IN PLACE DRY DENSITY PCFpgTE PERCENT COMPACTION COMMENT* 15 12/05/16 FG -1.0 1 21.6 102.7 21.6 98 1 95 1-A 16 12/05/16 FG -6.0 1 21.6 102.7 21.9 99 96 1-A 17 12/05/16 FG -5.0 1 21.6 102.7 21.8 99 96 1-A 18 12/05/16 FG -4.0 1 21.6 102.7 1 22.5 98 96 1-A 19 12/05/16 FG -3.0 1 21.6 102.7 22.8 99 96 1-A 20 12/05/16 FG -2.0 1 21.6 102.7 23.0 98 96 1-A 21 12/05/16 FG -1.0 1 1 1 21.6 102.7 25.2 1 98 1 95 1 1-A TEST LOCATION: 15 Sanitary Sewer Line R at Station 5+00 16 Sanita Sewer Line R at Station 8+00 17 Sanitary Sewer Line R at Station 8+00 18 Sanitary Sewer Line R at Station 8+00 19 Sanita Sewer Line R at Station 8+00 20 Sanita Sewer Line R at Station 8+00 21 1 San itary Sewer Line Rat Station 8+00 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 AttefAbushakra, P.E. ALPHA TESTING, INC. Our test resu&s and reports are forth e exclusive use of the Chard (and /hair designated redplents on rile in Durofllee) and shall not be reproduced andlordistrihuled except with express approval of ALPHA. The use of our name and lest nesulls must recelve our wrillen approval. Test results and reports apply only to the samples tested andfur ohservad, and are not indlcallve of the quelilies of apparently Identical orsimdar specimens. ALPHA # REPORT OF FIELD 2209 Wisconsin Street, Suite 100 COMPACTION TESTS Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www,alphatesting. com TBPE Firm No. 813 TESTED FOR PROJECT TEST DATA: Cullum Construction Dallas, Texas Westhaven Phase 2B - Utilities Coppell, Texas DATE: 12/05/16 OUR REPORT NO,: 162997-1C TECHNICIAN: J. Bura TEST NO. ©ATE ELEV. DEPTH SOIL ID NUMBER OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % IN PLACE DRY DENSITY PCF PERCENT COMPACTION COMMENT* 22 12/05/16 FG -7.0 1 21.6 102.7 1 21.8 101 98 1-A 23 12/05/16 FG -6.0 1 21.6 102.7 22.3 101 99 1-A 24 12/05/16 FG -5.0 1 21.6 102.7 22.0 99 96 1-A 25 12/05/16 FG -4.0 1 21.6 102.7 21.6 99 1 96 1-A 26 12/05/16 FG -3.0 1 21.6 102.7 22.5 99 96 1-A 27 12/05/16 FG -2.0 1 21.6 102.7 22.9 98 96 1-A 28 12/05/16 FG -1.0 1 21.6 102.7 23.0 97 95 1-A TI=ST 10('ATION- 22 Sanitary Sewer Line S at Station 2+00 23 Sanitary Sewer Line S at Station 2+00 24 Sanitary Sewer Line S at Station 2+00 25 Sanita Sewer Line S at Station 2+00 26 Sanitary Sewer Line S at Station 2+00 27 Sanitary Sewer Line S at Station 2+00 28 Sanitary Sewer Line S at Station 2+00 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 Attef Abushakra, P.E. ALPHA TESTING, INC. Our test resulls and reports are for the exclusive use of the Client (and their designated mdpienls on file in our office) and shalt not be reproduced andfor distributed except with express approval of ALPHA. The use of aur name and lest results must receive our written approval. Test results and reports apply only to the samples tested an4lor observed, and are not indicative of the qualities of apparently identical or simllar specimens. LHA� TESTING 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical 1 Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR: PROJECT: TEST DATA: Cullum Construction Dallas, Texas Westhaven Phase 213 - Utilities Coppell, Texas REPORT OF FIELD COMPACTION TESTS DATE: 12/09/16 OUR REPORT NO.: 162997-2 TECHNICIAN: J. Bura TEST N0. DATE ELEV. DEPTH SOIL 1D NUMBER OPTIMUM MOISTURE � MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % IN PLACE ORY DENSITY PCF PERCENT coMPAcrtaN COMMENT 29 12/09/16 FG -8.0 130758/1 21.6 102.7 21.9 99 96 1-A 30 12/09/16 FG -7.0 130758/1 21.6 102.7 22.7 100 97 1-A 31 12/09/16 FG -6.0 130758/1 21.6 102.7 23.0 99 96 1-A 32 12/09/16 FG -5.0 130758/1 21.6 102.7 22.1 99 96 1-A 33 12/09/16 FG -4.0 130758/1 21.6 102.7 23.6 100 98 1-A 34 12/09/16 FG -3.0 130758/1 21.6 102.7 22.5 100 97 1-A 35 12/09/16 FG -2.0 130758/1 21.6 1 102.7 22.2 101 98 1-A TFST I OrATIC)N- 29 Sanitary Manhole on Line R at Station 1+70, North Side 30 Sanitary Manhole on Line R at Station 1+70, North Side 31 Sanitary Manhole on Line R at Station 1+70, East Side 32 Sanitary Manhole on Line R at Station 1+70, East Side 33 Sanitary Manhole on Line R at Station 1+70, South Side 34 Sanitary Manhole on Line R at Station 1+70, South Side 35 Sanitary Manhole on Line R at Station 1+70, West Side 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 Attef Abushakra, P.E. ALPHA TESTING, INC. Our test results and reports are for the exclusive use of the Client food thelr designated recipients on rile in our office) and shaft not be reproduced andlor distrihuled except vfith express approval a1 ALPHA. The use of our name and test results must receive ourwriltan approval. Test results and reports apply only to the samples tested andforobserved, and are not indicative of Iho quahlies of apparently Identical orsimller Specimens. ALPHA #\TESTING 2209 Wisconsin Street, Suite 100 Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR PROJECT: TEST DATA: Cullum Construction Dallas, Texas Westhaven Phase 213 - Utilities Coppell, Texas REPORT OF FIELD COMPACTION TESTS DATE: 12/09/16 OUR REPORT NO.: 162997-2A TECHNICIAN: J. Bura TEST NO. ©ATE ELEV. DEPTH SOIL ID NUMBER OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF IN PLACE MOISTURE % IN PLACE DRY DENSITY PCF PERCENT COMPACTION COMMENT" 36 12/09/16 FG -1.0 130758/1 21.6 102.7 21.5 101 98 1-A 37 12/09/16 FG -7,0 130758/1 21.6 102.7 21.8 99 96 1-A 38 12/09/16 FG -6.0 130758/1 21.6 102.7 22.2 102 99 1-A 39 12/09/16 FG -5.0 130758/1 21.6 102.7 23.0 100 97 1-A 40 12/09/16 FG -4.0 130758/1 21.6 102.7 23,3 99 97 1-A 41 12/09/16 FG -3.0 130758/1 21.6 102.7 24.6 98 95 1-A 42 12/09/16 FG -2.0 130758/1 21.6 102.7 24.1 98 96 1-A TEST LOCATION: 36 1 Sanitary Manhole on Line R at Station 1+70, West Side 37 Sanitary Manhole on Line R at Station 4+39, North Side 38 Sanitary Manhole on Line R at Station 4+39, North Side 39 Sanitary Manhole on Line R at Station 4+39, East Side 40 Sanitary Manhole on Line R at Station 4+39, East Side 41 Sanitary Manhole on Line R at Station 4+39, South Side 42 Sanitary Manhole on Line R at Station 4+39, South Side 1. FILL ' A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 9. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted, 4. CEMENT TREATED D. RETEST AttefAbushakra, P. E. ALPHA TESTING, INC. Our lest results and reports are for the exclusive use of the CrienI (and their designated recipients on rile in aurafgce} and shall no€ be reproduced ancifor disldbuted except wilh express approvat of ALPHA. The use of our name and test results must receive ourwdtten approval. Test results and reports apply only to the samplas tested andlor observed, and are not indicative of the qualifies of apparently identical or similar specimens_ L P H A #\TESTING REPORT OF FIELD 2209 Wisconsin Street, Suite 100 COMPACTION TESTS Dallas, Texas 75229 Geotechnical I Construction Materials I Environmental www.alphatesting.com TBPE Firm No. 813 TESTED FOR PROJECT: TEST DATA: Cullum Construction Dallas, Texas Westhaven Phase 213 - Utilities Coppell, Texas DATE: 12/09/16 OUR REPORT NO.: 162997-213 TECHNICIAN: J. Bura TEST NO. DATE ELEV. D fill SOIL ID NUMBER OPTIMUM MOISTURE % MAXIMUM LAB DRY DENSITY PCF' IN PLACE MOISTURE o� IN PLACE DRY DENSITY PCF PERCENT COMPACTION COMMENT` 43 12/09/16 FG -1.0 130758/1 21.6 102.7 1 21.9 102 99 1-A TF.qT 10('ATinm. 43 1Sanitary Manhole on Line Rat Station 4+39, West Side 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 Respeeffully Submitted, 4. CEMENT TREATED D. RETEST Atte€Abushakra, P.E. ALPHA TESTING, INC. Our lest fesulls and reports are for the excdusive use of the Client (end their designated recipients on file In our oftim) and shall not be reproduced and/or distributed except with express approval of ALPFtA. The use of our name and test n:sulls must receive our written approval Test results and reports apply only to the samples lasted andror observed, and are not indicalive of the qualities of apparently identical or similar specimens.