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ST8805-LR 890424 (2) BAKER. SHIFLET-I', /nc. ~ Construction Materials Engineering Division ~Engineers April 24, 1989 Coppell Independent School District 1201 Wrangler Drive Coppeli, Texas 75019 At"tn: Dr. Davld Stanfleld PROJECT: -ss l~oad ,OCA~ON: Coppel I, Texas REPO.T.O: 892488--4 RESULTS OF FIELD DENSITY TESTS RETE&T PERCENT TEST DATE OF TEST LOCATION PROCTOR FIELD FIELD OF NO. TEST L I FT TEST MOISTURE DENSITY PROCTOR NUMBER NO. ~ .CF OE,B~TY SANITARY SEWER LINE 'A": 151 4-17 - S'l'a 3+00 1 PW-2 15.1 115.7 98 152 ,~ '-': S't'a 2+75 2 PW-1 15.8 110.9 95 153 -, - S'l'a 1+00 1 PW-4 27.9 96.7 106 154 , - Sta 3+25 2 F~-2 16.8 114.7 97 155 , - S'l'a 2+50 3 PW-2 15.9 114.4 97 156 , - Sta 1+75 2 PW-2 17.4 112.9 95 157 , - Sta 1+50 3 F~-4 25.2 99.5 95 158 4-18 - Sta 5+60 1 Fg/-l&4 20.0 103.0 98 Tes'l'5 )er'formed by T. Thompson TEBT METHODS; ASTM D ~'SZ2. D 3.O17. D 1~,68. O 21e? OR D 2937 REMARKS: Location references are station numbers referenced '1'o 'l'hose provided on pi ans. BAKER-SHIFLETT, INC. DISTRIBUTION: 1 Above " 1 Jerry Parchet Consulting Engineers ,i;;'/ A~-tn= Mr..-.Jerry'Parchet, P.E. 1 City of'Coppell "' Attn: Mr..Steven N. Norton Glenn C. Goss, P.E. 'Texas 49386 PAGE 5450 East Loop 820 South P.O, Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411 1 5 PROJECT; ,,,~ .............. ds Rd RERORT NO: 892488--4 RESULTS OF FIELD DENSITY TESTS RETEST PERCENT TEST DATE OF TEST LOCATION PROCTOR FIELD FIELD OF NO. TEST TEST MOISTURE DENSITY PROCTOR NUMSER L I FT NO. ~ PCF DENSITY SANITARY SEWER LINE "A": 1-59 4-18 - Sta 4+30 3 1~-2 16..5 115.0 97 160 " - Sta 3+10 4 P~-2 17.9 113.7 96 161 " - Sta 1+70 3 1~-2 17.7 109.2 92 162 " - Ste 0+-50 4 1~-2&4 19.9 106.8 102 SANITARY SEWER LINE "B": 163 " - Sta 4+30 1 I::'W- 1 12.0 113.2 95 164 . - S'l'a 2+70 1 F'W-2 16.0 113.6 95 16-5 " - Si'a 1+75 1 PW-I&4 20.0 101.4 98 166 " - Sta 0+50 1 PW-4&2 19.3 107.7 103 SANITARY SEWER LINE "A": 167 " - Sta 5+50 3 PW-2&I 16.4 111.1 95 168 " - 'Sta 4+00 5 PW-2 16.0 113.0 95 169 ,, - Sta 2+70 6 PW-2 17.7 110.7 93 SANITARY SEWER LINE "B": 170 4-19 - Sfa 1+75 2 F~I-4&2 19.8 109.0 104 171 " - Sta 0+-50 2 F~/-I&2 17.1 113.1 96 SANITARY SEWER LINE "A": 172 " - Sta 5+75 4 F~/-2 16.0 113.2 96 173 " - Sta 4+00 5 PW-3&2 19.0 109.1 104 REMARKS: 2 5 PAGE OF ,, BAKER-SHIFLETT, INC. PRO, CT: Parkway Boulevard & HTgh School Access Rd ,EPO,T',O: 892488--4 RESULTS OF FIELD DENSITY TESTS RETEST PE"CENT TEST DATE OF TEST LOCATION PROCTOR FIELD FIELD OF NO. TEST TEST MOISTU.E DENSn~ .ROCTOR NUMSE. L I FT .o. ~ PCF DENS,TY SANITARY SEWER LINE 'A': 174 4-19 - S~a ~+00 6 ~-2 14.0 116.~ 98 175 " - S~a 1+25 6 ~-2 16.9 108.6 92 SANITARY SEWER LINE 'B': 176 " - Sfa 4+20 ~ ~-1 1~.0 112.7 97 177 " - S~a 2+20 3 ~-2 14.g 114.3 96 178 " - S?a 1~0 ~ ~-4&2 18.1 109.8 104 SANITARY S~ER LINE 'A': 179 , - S~a 6~0 7 ~-4 18.8~ 109.8 93~ 180 " - S~a ~+75 7. ~-2&1 17.7 110.2 94 181 , -- S~a 1+25 7 ~-4&6 18.1 108.9 101 SAN ITARY. S~ER L I NE 'B": 182 4-20 - S~a 3+75 4. ~-1 13.7 116.7 100 183 " - S~a 1+50 4 ~-2&~ 20.0 107.7 103 184 , - S~a 5+50 1 ~-4 27.1 93.1 102 SANITARY S~ER LINE 'C': 185 , - S~a 00+50 1 ~-1&4 20.0 108.6 105 SANITARY SENER. LINE 186 , 179 S~a 6+50 7 ~-1 16.5 114.7 987 187 , - S~a ~+75 8 ~-6 15.2 116.6 94 Does not comply with project specifications of 95% mlnlmum. This retes~r now compl les with project specifications. PAGE ., OF BAKER-SHIFLETT. INC. PROJECT: Parkway Boulevard & High School Access Rd BEPOBTNO: 892488--4 RESULTS OF FIELD DENSITY TESTS PERCENT RETEST TEST DATE OF TEST LOCATION PROCTOR 'FIELD FIELD OF NO. TEST TEST MOISTURE DENSITY PROCTOR NUMBER L I FT NO % , PCF DENSITY SANITARY SEWER LINE "A": *' .' '.: 188 4-20 - Sta 1+00 8 EW-6&3,-19:l, SANITARY SEWER LINE 'B': 189 ' - S"l'a 2+50 5 F~-2&4 19.0 107.6 ·103 190 , - S't'a 4+50 2 PW'4 19;3' 93.3 '102 '. SANITARY SEWER LINE 'C': 191 ' - S~a 0+25 2 P~-I&4 20.r4 107.8 104 192 ' - S"t'a 0+70 3 EW-2&4 21.9 101.6 '97 193 . - S'l'a 0+25 4 EW-4&2 20.2 101.6 102' SAN ITARY SEWER L I NE ,B": 195 , - S'l'a 4+50 (s'l'ub-ou'l') 33 F'W-2&4 19.7 107.4 102 196 ' - S'l'a 6+00 5 I:'W-3 27.0 93.0 103 SANITARY SEWER LINE 'A": 197 ' - S't'a 6+50 8 F:'W-2 16.7 113.3 96 SANITARY SEWER LINE '^': 198 " - S'fa 5+75 6 F'W-4 29.9 91.4 100 199 4-21 - $'t'a 6+25 F F~-I&3 20.7 98.0 95 REMARKS: \ 4 5 PAGE , OF BAKER-SHIFLETT. INC. MOISTURE-DENSITY RELATIONSHIP PR OJ ECT: LOCATION: Parkway Boulevard and Hlgh REPORT DATE: School Access Road Coppell. Texas REPORT NO: April 24, 1989 892488-4 TEST METHOD: ASTI~ D 698A uou,ouMrr: 19 .,,~ME. W~,,' hiechan lcal .~'.cu.. 12 ~uPLE DA~ 4-17-89 Pu~s. aw ~..~ 7 SAMPLEPREPARATIOH: Dry (.)~ aESH S,EVE: 33% ~P,-D.Y; T. Thompson CL*.~.C*~O.: "SC-SM T.T~..Y: hi. Lankford o~sc.,..o.: L~r brown si I~y. clayey S^..,-LOC*T,O.: On slate soil sand w/gravel 128 124 112 PROCTOR CURVE PROCTOR NO. PW-6 MAXIMUM DRY DENSITY: 124.3 pCf OPTIMUM MOISTURE CONTENT. %: 10.8 8 10 12 14 16 18 20 MOISTURE CONTENT. % BAKER-$HIFLETT, INC.