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River Ridge Add-LR 940208 2575 Lone Star D~ve · P.O. Box 224227 · Dales, Texas 75222 (214) 631-2700 / FAX (214) 920-1891 REPORT OF IN-PLACE DENSITY CLIENT: RBR, lnc. Attn: Bobby Rollings P.O. Box 796303 Dallas, TX 75379-6303 CLIENT NO.: 3452351 REPORT NO.: 95309 PROJECT: River Ridge Addition DATE OF SERVICE: 2/07/94 Coppell, Texas AUTHORIZATION: REPORT DATE: 2/08/94 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA MOISTURE/DENSITY RELATIONS CONTRACTOR: Parco OPTIMUM MAXIMUM MATERIALS MOISTURE % DENSITY pcf TEST OF: Fill Area 94906-Brown, tan & gray clay 16.5 111.5 with some shale METHOD OF TEST: DENSITY: ASTM D 2922 SPECIFICATION MOISTURE: ASTM D 3017 DENSITY: 95% MIN. DENSITY MOISTURE: NONE REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY NO LOCATION ~%) (%1 (Pcf) CPcfl (% max) 1. Block C, lot 18, final 15.8 16.5 113.1 111.5 101 2. Block C, lot 16, final 17.4 16.5 108.0 111.5 97 3. Block C, lot 14, final 18.4 16.5 111.0 111.5 100 Test results on this report meet project specifications as noted above. Technician: Terry Smith, CET Report Distribution: (1) RBR, Inc. Southwestern Lab~~-' (1) CCH Engineering (1) Parco Utilities, Inc. . (1) City of Coppe[[ F. King Cook, P.E. Our !et[ers and reDorts are for the exc!usive use of '.he c:ient to w~om they are addressed and shall not be reoroduced except in !007 JM fo:i ~.thCu; the aporoval of the test.hQ laboratory. The use of our name must receive our wrt[en approva. Our et[ers ana reports 5Dp!y oc;y tO t~e 5a..rncle res!e3 andzbr =.qscec'.eo. and are no,, !n~icative of the qoan!ltie5 of aoparent]y identical or s~mllar prodJcts. 2575 Lone Star DHve · P.O. Box 224227 · Dallas, Texas 75222 (214) 631-2700 / FAX (214) 920-1891 REPORT OF IN-PLACE DENSITY CLIENT: RBR, Inc. Attn: Bobby Rollings P.O. Box 796303 Dallas, TX 75379-6303 CLIENT NO.: 3452351 REPORT NO.: 95309 PROJECT: River Ridge Addition DATE OF SERVICE: 2/07/94 Coppell, Texas AUTHORIZATION: REPORT DATE: 2/08/94 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA MOISTURE/DENSItY RELATIONS CONTRACTOR: Fatco OPTIMUM MAXIMUM MATERIALS MOISTURE % DENSITY Dcf TEST OF: Fill Area 94906-Brown, tan & gray clay 16.5 111.5 with some shale METHOD OF TEST: DENSITY: ASTM D 2922 SPECIFICATION MOISTURE: ASTM D 3017 DENSITY: 95% MIN. DENSITY MOISTURE: NONE REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY NO LOCATION (%1 ~%1 (Pcf) ~Pcfl (% max) 1. Block B, lot 18, final * 15.8 16.5 113.1 111.5 101 2. Block B, lot 16, final * 17.4 16.5 108.0 111.5 97 3. Block B, lot 14, final * 18.4 16.5 111.0 111.5 100 Test results on this report meet project specifications as noted above. ADDITIONAL COMMENTS: * REVISED 5-31-94 to correct all tests to reflect block B. Technician: Terry Smith, CRT Report(i) RBR,Distribution:znc. Southwestern Laborato.rl~r~~ (1) CC14 Engineeri ng (1) Parco Utilities, [nc. (1) City of Coppe[[ F. King Cook, P.E. Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in 1007 JM full wffhout the al~proval of the tesang la~orato~ The use of our name must race ve our written approval. Our letters and rel=orts ai~ply only to the ~aml~le tested ano!or Inspectei~, and are not ~ndicative of the ~uantlties of appare6t]y identical or similar I~roducts. 2575 Lone Star Drive · P.O. Box 224227 · Dallas, Texas 75222 (214) 631-2700 / FAX (214) 920-1891 REPORT OF IN-PLACE DENSITY CLIENT: RBR, ~'nc. Attn: Bobby Rollings P.O. Box 796303 Dallas, TX 75379-6303 CtlENTNO.: 3452351 REPORT NO.: 95201 PROJECT: River Ridge Addition DATE OF SER~ICE: 2/04/94 Coppell, Texas AUTHORIZATION: REPORT DATE: 2/08/94 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA MOISTURE/DENSITY RELATIONS CONTRACTOR: Parco OPTIMUM MAXIMUM MATERIALS MOISTURE % DENSITY pcf TEST OF: Site Fill 94052-Dark gray shaley clay 18.5 103.5 with some limestone METHOD OF TEST: DENSITY: ASTM D 2922 SPECIFICATION MOISTURE: ASTM D 3017 DENSITY: 95Y. MIN. DENSITY MOISTURE: NONE REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY NO LOCATION (%} (%) (PcB (PcB (% maxi 1. Block D, lot 3, final 18.9 18.5 103.4 103.5 100 2. Block D, lot 5, final 20.2 18.5 105.5 103.5 102 3. Block D, lot 7, final 23.3 18.5 99.1 103.5 96 Test resulC_s on this report meet project specifications as noted above. Technician: Terry Smith, CET Report Distribution: Southwestern La~Jl~ (1) ERR, Inc. ~~--' (1) CC~4 Engineering (1) Parco Utilities, Inc. ' (1) City of Coppe[[ F. King Cook, P.-E. Our ~etters and recc. rtS are for tt.e exc~us,ve use of t.~e client to whom they are addressed and shall not be reproduced except in ~307 JE~ ~uh w-tnOut :ne approval of t.~e tes'.~g laboratory. The use of our name must race,va our written approval. Obr letters and reports a;3p,y o". y to the 5ample tested ano~or ,nsoected, and are not ino~catlve of the q~ant~tie5 of aoparent]y identical or similar products. 2575 Lone Star Drive · P.O. Box 224227 · Dallas, Texas 75222 (214) 631-2700 / FAX (214) 92~1891 REPORT OF IN-PLACE DENSITY CMENT: Con Real Support Group Attn: Kieran McQuade 297 Northwest 25th Grand Prairie, TX 75050 CUENT NO.: 1607531 REPORT NO.: 95200 PROJECT: Bank of America DATE OF SERVICE: 2/04/94 3523 S. Lancaster AUTHORIZATION: Dallas, Texas REPORT DATE: 2/08/94 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA MOISTURE/DENSITY RELATIONS CONTRACTOR: OPTIMUM MAXIMUM MATERIALS MOISTURE % DENSITY pcf TEST OF: Drive Thru 94983-Light brown clayey sand 10.0 123.0 METHOD OF TEST: DENSITY: ASTM D 2922 SPECIFICATION MOISTURE: ASTM D 3017 DENSITY: 95% MIN. DF, NSITY MOISTURE: AT OR ABOVE OPTIM'UM REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSI~f DENS,~f NO LOCATION ¢%) ~%) ~Pcrt (Pcf) (% max) 1. West side at center, 2nd lift 8.3 * 10.0 118.2 123.0 96 2. North side at center, 2nd lift 6.9 * 10.0 119.6 123.0 97 doA'n'o-aSteriskh(*)~ 't' meet t e appears next_ to test results which project specifications as noted above. Technician: Terry Smith, CET Report Distribution: Laborato 'e I (2) Con Rea[ support Group Southwestern ~~e~~ (2) The Samuel Group~ Arch. / F. King Cook, P.E. Our letters and reports are for the exclusive use of the cl ent to whom they are addressed and s~a~ not Be reproduced except in !007 ~U fu:i without ,,ne aporova! of the testing la~oratom/ The use of our name must receive our vw~ten approval. Our letters and reports ~pp!y or..y :o '.ne sarnpie tested and.-'or m. sr~ected an~ are mot :ndicative of the quant~'.ies of apparently ~ent ca or s m.lar Droduct5. 2575 Lone Star Drive · P.O. Box 224227 · Dallas. Texas 75222 ' (214) 631-2700 / FAX (214) 920-1891 REPORT OF IN-PLACE DENSITY CLIENT: RBR, [nc. Attn: Bobby Rollings P.O. Box 796303 Dallas, TX 75379-6303 CLIENT NO.: 3452351 REPORT NO.: 95201 PROJECT: River Ridge Addition DATE OF SERVICE: 2/04/94 Coppell, Texas AUTHORIZATION: REPORT DATE: 2/08/94 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA MOISTURE/DENSITY RELATIONS CONTRACTOR: Pacco OPTIMUM MAXIMUM MATERIALS MOISTURE % DENSITY ocr TEST OF: Site Fill 94052-Dark gray shaley clay 18.5 103.5 with some limestone METHOD OF TEST: DENSITY: ASTM D 2922 SPECIFICATION MOISTURE: ASTM D 3017 DENSITY: 95% MIN. DENSITY MOISTURE: NONE REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY NO LOCATION (%) {%) (Pcfl (Pcf) (% max) 1. Block D, lot 3, final 18.9 18.5 103.4 103.5 100 2. Block D, lot 5, 1st & final lift * 20.2 18.5 105.5 103.5 102 3. Block D, lot 7, final 23.3 18.5 99.1 103.5 96 Test results on this report meet project specifications as noted above. ADDITIONAL COMMENTS: · REVISED 5-31-94 to correct lift on Test no. 2. Technician: Terry Smith, CET Report Distribution: Southwester~ ~n~- (1) RBR, Inc. (1) CC~ Engineering (1) Parco Utititie$, Inc. . _ (1) City of Coppett ~'. King Cook, P.E. Our letters and reports are for the exclusive use ofthe client to whom they are addressed and shall not b.e r_epro, duced exc. ept in 1007 JM full without the approval of the testing aborator~. I r~e use of our name must receive our written ap. prover, uur letters aDQ reports apply only to the sample tested and/Or inspecte~l, and are not indicative of the quantities of apparem~y Identical or similar prooucts.