Loading...
Gulf Bearing-LR 950511Huntingdon Enginee#ng and Science for a Safer Environment Hu ....ngdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF MOISTURE-DENSITY RELATIONS CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 CL~ENTNO.: 3200037 REPORT NO.: 24438 PROJECT: Gulf Bearing DATE OF SERVICE: 5/09/95 Coppell, Texas AUTHORIZATION: Joe REPORT DATE: 5/11/95 SERVICES: Obtain sample of material used for construction, prepare samples and perform moisture-density relations test to establish the maximum density and optimum moisture of the material. CONTRACTOR: Rogers O' Brien TEST FOR: Building subgrade MATERIAL: Dark grayish brown clay METHOD OF TEST: ASTM D698, Method A ASTM D4318, Proc. A PROJECT DATA DATE SAMPLED: 5/09/95 SAMPLED BY: Frank Tisdale, C~.T SAMPLE LOCATION: Sampled from the building pad at grids BG and CG. Dry Dens. (pcf) REPORT OF TESTS 1OC 98 96 94 92 17 19 21 23 25 27 29 MAXIMUM DENSITY, PCF: 96.0 OPTIMUM MOISTURE (%): 23.5 LIQUID LIMIT: 70 PLASTIC LIMIT: 26 PLASTICITY INDEX: 44 MOISTURE CONTENT (%) Technician: Max Richwine Report Distribution: HUNTINGDON ·SOUTHW! -_'STERN I~BS (1) Gulf Bearing, Inc. (1) City of CoppeL[ ~'~--- (1) Gromatzky, Dupree & Associates (1) City of Coppg[[ (1) Srockette, Davis, Drake (2) Rogers O'Brien F. King'~ook~ P.E. (1) Southwestern La~ (1) Southwestern La~ 1~8 MDR O~ lette~ ~ repel ~e for t~ ex~ve m of ~ ~ to wh~ t~y ~e ~r~ ~ ~1 ~t ~ re~ ex~ in f~l witho~ t~ ~prov~ of t~ t~ti~ I~at~. T~ ~ of ~n~ m~t re,ye ~ wri~ ~provN. O~ ~ ~ apply ~y to t~ sample t~t~ ~/~ i~ct~. ~ ~e not i~ic~ive of t~ qu~t~ of ~ently i~nticd ~ mil~ ~. Huntingdon Engineering and Science for a Safer Environment Hun..gdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dellee. Texae 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 · REPORT OF IN-PLACE DENSITY CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 24505 DATE OF SERVICE: 5/10/95 AUTHORIZATION: Ongoing REPORT DATE: 5/11/95 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: Rogers O'Brien TEST OF: Bldg. pad fill 23937 PROJECT DATA MATERIALS Tannish bwn. clay sand MOISTURE/DENSITY RELATIONS OPTIMUM MAXIMUM MOISTURE 96 DENSITY Dcf 10.5 123.5 METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION DENSITY: 95% Dry Density MOISTURE:-1 to +4% opt. TEST NO 1. 2. 3. 4. 5. 6. 7. LOCATION Grid FA, 3rd lift. Grid EA, 3rd lift. Grid DA, 3rd lift. Grid CA, 3rd lift. Grid BA, 3rd lift. Grid AA, 3rd lift. Grid AB, 3rd lift. REPORT OF TESTS FIELD OPTIMUM MOISTURE MOISTURE 11.4 10.5 13.6 10.5 12 · 6 lO · 5 12.5 10.5 12.0 10.5 13.8 10.5 12.7 10.5 FIELD MAXIMUM DENSITY DENSITY DENSITY (Pc~ (~ (% max) 120.1 123.5 97 118.2 123.5 96 120.4 123.5 97 118.9 123.5 96 117.0 123.5 95 116.8 123.5 95 119.9 123.5 97 Report Of Tests Continued On Page 2 1007 JS Our letterl ~ reports/re for the exclusive ,Jle of the client to wight they ~e ~. r~l~ ~nd ~h~l not ~ re~ exit in f~l witho~ t~ ~prov~ of t~ t~ti~ I~lto~. T~ ~ of ~ m~t re~v~ ~ wrltt~ ~o~e. ~ I~t~ ~ rep~ ~ply o~y to t~ a~p~ t~t~ ~1~ i~ct~, N ~e ~t i~ICl{IVe of t~ q~ttt~ of ~p~tly ~t c~ ~ I ~}~ ~. TEST NO 8. 9. 10. 11. 12. 13. 14. 15. 16. [7. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. Huntingdon Gulf Bearing, Inc. CLIENT NO. 3200037 DATE OF SERVICE: 5/10/95 LOCATION REPORT NO. PAGE 2 (Continued) REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DENSITY DENSITY {%) (%) (Pc f) (Pc~ Grid BB, 3rd lift. 12.0 10.5 119.1 123.5 Grid CB, 3rd lift. 12.0 10.5 119.3 123.5 Grid DB, 3rd lift. 13.4 10.5 118.7 123.5 Grid EB, 3rd lift. 12.3 10.5 118.7 123.5 Grid FB, 3rd lift. 13.6 10.5 114.4 123.5 Grid FC, 3rd lift. 11.1 10.5 121.8 123.5 Grid EC, 3rd lift. 13.9 10.5 115.9 123.5 Grid DC, 3rd lift. 12.2 10.5 120.3 123.5 Grid CC, 3rd lift. 13.1 10.5 117.8 123.5 Grid BC, 3rd lift. 11.9 10.5 118.0 123.5 Grid AC, 3rd lift. 12.9 10.5 114.5 123.5 Grid BC, 2nd lift. (Retest) 12.9 10.5 119.0 123.5 Grid DC, 2nd lift. (Restes) 13.5 10.5 117.8 123.5 Grid EC, 2nd lift. (Retest) 12.3 10.5 119.3 123.5 Grid FB, 3rd lift. (Retest) 12.3 10.5 119.3 123.5 Grid FD, 3rd lift. 12.9 10.5 118.1 123.5 Grid ED, 3rd lift. 13.0 10.5 115.8 123.5 Grid DD, 3rd lift. 13.5 10.5 113.5 123.5 Grid CD, 3rd lift. 11.9 10.5 117.0 123.5 Grid BD, 3rd lift. 12.0 10.5 117.2 123.5 Grid AD, 3rd lift. 13.8 10.5 116.8 123.5 Grid EC, 3rd lift. (Retest) 11.9 10.5 120.6 123.5 24505 DENSITY {% max) 96 97 96 96 93 99 94 97 95 96 93 96 95 97 97 96 94 92 95 95 95 98 Report Of Tests Continued On Page 3 1007 JS Our letters and reportl ars for the exclusive use of the client te wh~m they are ed~lre~ed a~d shell net be repreduced except in fu# without tho appreval of the te~ting laborat~y. The use of ~,xrmme must receive. ~ wntten ~fxe.vcl. ~3ur. lett.er,., and rel)ort~ apply only Go the simple te~ted and/or inspected, Ind ate not indicative of the quant~tml of epparer~tly identical ~' simile' productl. Huntingdon Gulf Bearing, Inc. CLIENT NO. 3200037 DATE OF SERVICE: 5/10/95 REPORT NO. PAGE 3 24505 REPORT OF TESTS ¢continue~) FIELD OPTIMUM FIELD TEST MOISTURE MOISTURE DENSITY NO LOCATION (%) (%) (Pcf) 30. Grid ED, 3rd lift. (Retest) 12.6 10.5 117.5 31. Grid DD, 3rd lift. (Retest) 11.1 10.5 119.2 32. Grid FD, 2nd lift. (Retest) 13.5 10.5 118.7 33. Grid DD, 2nd lift. (Retest) 13.3 10.5 118.7 34. Grid AD, 2nd lift. (Retest) 13.2 10.5 120.1 35. Grid AC, 3rd lift. (Retest) 12.7 10.5 118.0 MAXIMUM DENSITY {Pcf) 123.5 123.5 123.5 123.5 123.5 123.5 An asterisk (*)appears next to test results which do NOT meet the project specifications as noted on page 1. DENSITY {% max) 95 97 96 97 96 Technician: Frank Tisdale, CET Started: 02:00PM Stopped: 07:00PM Report Distribution: ~BS (1) Gul, f Bearing, inc. (1) City of Coppe[[ (1) Gromatzky, Dupree & Associates (1) City of Coppe[[ - (1) Brockette, Davis, Drake (2) Rogers O'Srien Y. K~ng Coo , ~.-~. (1) Southwestern Labs (1) Southwestern Labs 1OO7 JS Ou~ letterl a~l repoftl are for the e~clulive u~e of the cfient to whom they Ire Idfireceed ~ ~hall not be re~woduced except in full witho~ the al)prova~ of the tcetlng !aborltofy,. The ule of. o?. na~e. muir rece~¥e..our written alW~'o.val. ~ur. lettpm, and rel~xtl ~oply only to the almp~e tceted and/or ii!lpected, anti Ire i~t inclicltrve of the qul~tltle~ of al~arently identlC~ o,' similar product~.