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ST9301-LR050524 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247 2 696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 MOISTURE DENSITY RELATIONS Client: City of Coppell 4 Report No.: 233948 Ms. Suzan Taylor ) A O PO Box 9478 ;—/ Project No.: 059909 Coppell TX 75019 ZO Date of Service: 05/17/2005 7i Report Date: 05/24/2005 Project: East Sandy Lake Road ST 93 -01 Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in accordance with ASTM Standards. PROJECT DATA CONTRACTOR: Tiseo Paving Company DATE SAMPLED: 05/17/2005 TEST FOR: Paving subgrade MATERIAL PREPARATION: Moist MATERIAL: Medium Brown Clay qwith gravel RAMMER TYPE: Mechanical SAMPLED BY: Ken Brimingham CLASSIFICATION: Paving subgrade SAMPLE LOCATION: Weir Bros. stockpile TEST METHOD: ASTM D -698 ASTM D -4318 Method B REPORT OF TEST MAXIMUM DRY DENSITY, pd: 1 1 5.0 MOISTURE DENSITY RELATIONS 117 Zero air voids cirve OPTIMUM MOISTURE CONTENT, %: 14.5 Specific Gravity 2.70 LIQUID LIMIT: 45 115 Dry PLASTIC LIMIT: 21 Density (pcf) PLASTICITY INDEX: 24 113 111 109 9 11 13 15 17 19 21 MOISTURE CONTENT ( %) / Ron r� ing Technician: Ken Brimingham Report Distribution: ,r (1) City of Coppell (1) City of Coppell Clay Stark Project Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. Page 1 of 1 Rone Engineering g i n p ri-i Q r ! n n i g 8908 Ambassador Row, Dallas, TX 75247 V f 1 �r g r i 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 MOISTURE DENSITY RELATIONS Client: City of Coppell Report No.: 233947 Ms. Suzan Taylor Project No.: 059909 PO Box 9478 )V Coppell TX 75019 2G� Date of Service: 05/17/2005 '70 ✓ R Date: 05/24/2005 Project: East Sandy Lake Road ST 93 -01 Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in accordance with ASTM Standards. PROJECT DATA CONTRACTOR: Tieseo Paving Company DATE SAMPLED: 05/17/2005 TEST FOR: Paving subgrade MATERIAL PREPARATION: Moist MATERIAL: Reddish Brown Clay with gravel & RAMMER TYPE: Mechanical asphalt SAMPLED BY: Ken Brimingham CLASSIFICATION: Paving subgrade SAMPLE LOCATION: Stockpile TEST METHOD: ASTM D -698 ASTM D -4318 Method B REPORT OF TEST MAXIMUM DRY DENSITY, pcf: 124.5 MOISTURE DENSITY RELATIONS 127 Zero air v ids clrve OPTIMUM MOISTURE CONTENT, %: 7.5 Specific 2. LIQUID LIMIT: 24 125 Dry PLASTIC LIMIT: 13 Density (pct) PLASTICITY INDEX: 1 1 123 121 ! 1 119 • 3 5 7 9 11 13 15 MOISTURE CONTENT ( %) Ron. e/t Technician: Ken Brimingham Report Distribution: (1) City of Coppell (1) City of Coppell Clay Stark Project Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. fig Page 1 of 1 8908 Ambassador Row, Dallas, TX 75247 R o n e Engineering �� 2696 Gravel Drive, Fort worth, TX 76118 1,\Ni l 6300 Rothway, Ste. 150, Houston, TX 77040 ' ' © � Corporate Phone: (214) 630 -9745 2 MOISTURE DENSITY RELATIONS Client: City of Coppell Report No.: 233946 Ms. Suzan Taylor Project No.: 059909 PO Box 9478 Date of Service: 05/17/2005 Coppell TX 75019 Report Date: 05/24/2005 Project: East Sandy Lake Road ST 93 -01 Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in accordance with ASTM Standards. PROJECT DATA CONTRACTOR: Tiseo Paving Company DATE SAMPLED: 05/17/2005 TEST FOR: Paving subgrade MATERIAL PREPARATION: Moist MATERIAL: Light Gray Clay with gravel RAMMER TYPE: Mechanical SAMPLED BY: Ken Brimingham CLASSIFICATION: Paving subgrade SAMPLE LOCATION: Mastel stockpile TEST METHOD: ASTM D -698 ASTM D -4318 Method B REPORT OF TEST MAXIMUM DRY DENSITY, pcf: 105.0 MOISTURE DENSITY RELATIONS 106 Zero air voids cirve OPTIMUM MOISTURE CONTENT, %: 20.0 Specific Gravity 2.65 LIQUID LIMIT: 61 104 Dry PLASTIC LIMIT: 21 Density (pcf) PLASTICITY INDEX: � � ,,, ,�/� 102 n, loo I . r I I 98 J 15 17 19 21 23 25 27 MOISTURE CONTENT ( %) Ro : Technician: Ken Brimingham , / e rin Report Distribution: ,F (1) City of Coppell (1) City of Coppell Clay Stark Project Manager LINIITATIONS. The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd. „, Page 1 of 1