The URL can be used to link to this page

Home My WebLink AboutGradation Report GRADATION REPORT iierracon Report Number: A1151054.0003 Service Date: 05/07/15 6198 Imperial Loop Report Date: 05/27/15 Revision 2-RECHECK College Station,TX 77845 979-846-3767 Re• No:F-3272 Client Project 3-D Development Castlegate Section 206 Attn: Wallace Phillips Victoria Avenue/Castlegate 4490 Castlegate Dr College Station,TX 77845 College Station,TX 77845 Project Number: A1151054 On May 7,2015,a Terracon Consultants,Inc.,representative was present at the above referenced project to obtain 3 samples of lime- treated material and returned to the laboratory. The samples are being prepared for Plasticity Index,pH,and Optimum Moisture and Density Relationship. Results of the tests performed will be shown on Report Nos.Al 151054.0003A,A1151054.0003B and A1151054.0003C. A Terracon Consultants,Inc.,representative also secured 3 samples of pulver-mixed,lime-treated soil for testing to determine the gradation. The tests were performed on site in accordance with applicable ASTM procedures and the results are shown below. Test# Location %Passing 1-3/4" %Passing 3/4" %Passing#4 pH PI Etonbury Avenue 1 Station 28+75 100 96 66 12.6 8 2 Station 33+50 100 97 62 12.6 11 3 Station 40+00 100 100 68 11.2* 22* Specification Requirements: 13/,"Sieve:Minimum 100%Passing 3/4"Sieve:Minimum 85%Passing #4 Sieve:Minimum 60%Passing pH:Minimum of 12.4 PI Range: 7—18 *Does not meet specifications Rechecks On May 20,2015,a Terracon Consultants,Inc.,representative was present at the above referenced project to obtain 1 sample of lime-treated material and return to the laboratory. The samples were RECHECKs prepared for pH and Plasticity Index. Test# Location %Passing 1-3/4" %Passing 3/4" %Passing#4 pH PI Etonbury Avenue 4 RECHECK Test#3 of this report - - - 12.5 8 Services: Terracon Rep.: Randolph E. Rohrbach Start/Stop: 1345-1530 Reported To: Contractor: Report Distribution: , (1)3-D Development,Wallace Phillips (1)3-D Development,Dusty Phillips /2 (1)City of College Station TX,Israel (1)City of College Station TX,Kevin Reviewed By: �[_ Koite Ferrer (I)Schultz Engineering LLC,Joe Schultz Mark E.Dornak,P.E. Project Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT iierracon Report Number: A 1151054.0003C Service Date: 05/18/15 6198 Imperial Loop Report Date: 05/27/15 Revision 1-RECHECK PI College Station,TX 77845 979-846-3767 Reg No:F-3272 Client Project 3-D Development Castlegate Section 206 Attn:Wallace Phillips Victoria Avenue/Castlegate 4490 Castlegate Dr College Station,TX 77845 College Station,TX 77845 Project Number Al 151054 Material Information Sample Information Source of Material: On site Sample Date: 05/18/15 Proposed Use: Treated subgrade Sampled By: Randolph E.Rohrbach Sample Location: Station 40+00,Etonbury Avenue Sample Description: Grayish tan lime-treated material Laboratory Test Data Result Specifications Test Procedure: ASTM D698 Liquid Limit: 36 Test Method: Method A Plastic Limit: 28 Sample Preparation: Wet Plasticity Index: 8 Maximum 18 Rammer Type: Mechanical In-Place Moisture(%): Maximum Dry Unit Weight(pcf): 103.6 Optimum Water Content(%): 17.9 USCS: Zero Air Voids Curve for Assumed Speck Gravity 2.70 106 Cr 105 a 104 t 103 8n 102 3 1014141: N. 100 C 99 M 98. 97 96 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Water Content(%) Comments: pH=12.5 Services: Obtain a sample of treated subgrade at the project site and return it to the laboratory. Prepare and test the sample for pH,Moisture Density Relationship and Atterberg limits. Terracon Rep.: Randolph E.Rohrbach Reported To: Contractor: Report Distribution: (1)3-D Development,Wallace Phillips (1)3-D Development,Dusty Phillips // (1)City of College Station TX,Israel Koite (1)City of College Station TX,Kevin Ferrer t.� Reviewed By: vc (1)Schultz Engineering LLC,Joe Schultz Mark E.Dornak,P.E. --- Project Manager Test Methods: ASTM D698,ASTM Dl 140,ASTM D4318 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0006,10-1613,Rev.7 Page 1 of 1 FIELD DENSITY TEST REPORT lierracon Report Number: A1151054.0007 Service Date: 05/21/15 6198 Imperial Loop Report Date: 05/27/15 College Station,TX 77845 Task: 979-846-3767 Reg No:F-3272 Client Project 3-D Development Castlegate Section 206 Attn: Wallace Phillips Victoria Avenue/Castlegate 4490 Castlegate Dr College Station,TX 77845 College Station,TX 77845 Project Number: A1151054 Material Information Lab Test Data Project Requirements Optimum Water Max. Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref.No. Classification and Description Test Method (%) (pef) (%) (%) 1 A 1151054.0004A Tan lime-treated material ASTM D698 16.2 107.3 16.2-20.2 Min 98% 2 A1151054.0003A Tan lime-treated material ASTM D698 17.4 104.9 17.4-21.4 Min 98% 3 A1151054.0003C Grayish tan lime-treated material ASTM D698 17.9 103.6 17.9-21.9 Min 98% Field Test Data Probe Wet Water Water Dry Percent Test Lift/ Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pef) (%) (pcf) (%) Uphor Court 1 Station 4+50,centerline Grade 1 6 121.1 20.9 20.9 * 100.2 93.4 * 2 Station 2+50,left of centerline Grade 1 6 125.0 19.0 17.9 106.0 98.8 3 Station 0+50,centerline Grade 1 6 126.0 17.6 16.2 108.4 100+ Etonbury Avenue 4 RECHECK Test#7 of Report Grade 2 6 122.0 18.5 17.9 103.5 98.7 No.0006 5 RECHECK Test#3 of Report Grade 3 6 120.8 18.8 18.4 102.0 98.5 No.0006 Datum: Serial No: 15935 Std.Cnt.M:695 Std.Cnt.D: 1842 Comments: An asterisk(*)appears next to the test results which do not meet the project requirements as noted above. Services: Perform in-place density and moisture content tests with a Troxler type gauge to determine degree of compaction and material moisture condition. Terracon Rep.: Randolph E.Rohrbach Start/Stop: 1630-1800 Reported To: 4 Contractor: f.? / Report Distribution: ,/ , �.. (I)3-D Development,Wallace Phillips (I)3-D Development,Dusty Phillips Reviewed By: ,e,/,,,"1- � C, (1)City of College Station TX,Israel Koite (1)City of College Station TX,Kevin Ferrer Mark E.Dornak,P.E. (I)Schultz Engineering LLC,Joe Schultz Project Manager Test Methods: ASTM D6938-07 Method A The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 CR0007,11-16-12,Rev.7 GRADATION REPORT iierracon Report Number: A1151054.0005 Service Date: 05/09/15 6198 Imperial Loop Report Date: 05/14/15 Revision 1 -Test Results College Station,TX 77845 979-846-3767 Rei No:F-3272 Client Project 3-D Development Castlegate Section 206 Attn:Wallace Phillips Victoria Avenue/Castlegate 4490 Castlegate Dr College Station,TX 77845 College Station,TX 77845 Project Number: A1151054 On May 9,2015,a Terracon Consultants,Inc.,representative was present at the above referenced project to obtain 1 sample of lime- treated material and returned to the laboratory. The sample is being prepared for Plasticity Index and pH. Results of the tests performed will be shown below. A Ten-aeon Consultants,Inc.,representative also secured 1 sample of pulver-mixed,lime-treated soil for testing to determine the gradation. The tests were performed on site in accordance with applicable ASTM procedures and the results are shown below. Test# Location %Passing 1-3/4" %Passing 3/4" %Passing#4 pH PI Somerton Court 1 Station 1+00 100 100 68 12.6 6* Specification Requirements: 1'/"Sieve. Minimum 100%Passing 34"Sieve:Minimum 85%Passing #4 Sieve:Minimum 60%Passing pH:Minimum of 12.4 PI Range: 7—18 *Does not meet specifications Services: Terracon Rep.: Randolph E.Rohrbach Start/Stop: 1015-1115 Reported To: Contractor: Report Distribution: / r' (1)3-D Development,Wallace Phillips (1)3-D Development,Dusty Phillips /~1 (1)City of College Station TX,Danielle (1)City of College Station TX,Israel Reviewed By: 0,--7;301 Singh Koite (1)Schultz Engineering LLC,Joe Schultz Mark E.Dornak,P.E. Project Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.IO Page 1 of 1 GRADATION REPORT iierracon Report Number: A1151054.0004 Service Date: 05/08/15 6198 Imperial Loop Report Date: 05/14/15 Revision 1 -Test Results College Station,TX 77845 979-846-3767 Rei No:F-3272 Client Project 3-D Development Castlegate Section 206 Attn: Wallace Phillips Victoria Avenue/Castlegate 4490 Castlegate Dr College Station,TX 77845 College Station,TX 77845 Project Number: A1151054 On May 8,2015,a Terracon Consultants,Inc.,representative was present at the above referenced project to obtain 3 samples of lime- treated material and returned to the laboratory. The samples are being prepared for Plasticity Index,pH,and Optimum Moisture and Density Relationship. Results of the tests performed will be shown on Report Nos.A 1151054.0004A,A 1151054.0004B and A 1151054.0004C. A Terracon Consultants,Inc.,representative also secured 3 samples of pulver-mixed,lime-treated soil for testing to determine the gradation. The tests were performed on site in accordance with applicable ASTM procedures and the results are shown below. Test# Location %Passing 1-3/4" %Passing 3/4" %Passing#4 pH PI Uphor Court 1 Station 5+00 100 98 69 10.9* 13 Belliser Court 2 Station 3+00 100 98 63 12.6 7 3 Cul-de-sac 100 98 63 11.7* 14 Specification Requirements: Ph"Sieve:Minimum 100%Passing 3/4"Sieve:Minimum 85%Passing #4 Sieve:Minimum 60%Passing pH:Minimum of 12.4 P1 Range: 7—18 *Does not meet specifications Services: Terracon Rep.: Randolph E.Rohrbach Start/Stop: 1100-1200 Reported To: Contractor: Report Distribution: / (I)3-D Development,Wallace Phillips (1)3-D Development,Dusty Phillips �" (1)City of College Station TX,Danielle (1)City of College Station TX,Israel Reviewed By: 1r� o�- .�(✓ Singh Koite (1)Schultz Engineering LLC,Joe Schultz Mark E.Dornak,P.E. Project Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT000I,10-16-13,Rev.10 Page 1 of 1 GRADATION REPORTi Report Number: A1151054.0003 r Service Date: 05/07/15 6198 Imperial Loop Report Date: 05/13/15 Revision 1 -Test Results College Station,TX 77845 979-846-3767 Reg No:F-3272 Client Project 3-D Development Castlegate Section 206 Attn: Wallace Phillips Victoria Avenue/Castlegate 4490 Castlegate Dr College Station,TX 77845 College Station,TX 77845 Project Number: A1151054 On May 7,2015,a Terracon Consultants,Inc.,representative was present at the above referenced project to obtain 3 samples of lime- treated material and returned to the laboratory. The samples are being prepared for Plasticity Index,pH,and Optimum Moisture and Density Relationship. Results of the tests performed will be shown on Report Nos.A1151054.0003A,A1151054.0003B and A1151054.0003C. A Terracon Consultants,Inc.,representative also secured 3 samples of pulver-mixed,lime-treated soil for testing to determine the gradation. The tests were performed on site in accordance with applicable ASTM procedures and the results are shown below. Test# Location %Passing 1-3/4" %Passing 3/4" %Passing#4 pH PI Etonbury Avenue 1 Station 28+75 100 96 66 12.6 8 2 Station 33+50 100 97 62 12.6 11 3 Station 40+00 100 100 68 11.2* 22* Specification Requirements: 134"Sieve:Minimum 100%Passing '/,"Sieve:Minimum 85%Passing #4 Sieve:Minimum 60%Passing pH:Minimum of 12.4 PI Range:7—18 *Does not meet specifications Services: Terracon Rep.: Randolph E.Rohrbach Start/Stop: 1345-1530 Reported To: Contractor: Report Distribution: %' (1)3-D Development,Wallace Phillips (1)3-D Development,Dusty Phillips (1)City of College Station TX,Danielle (1)City of College Station TX,Israel Reviewed By: •._s / Singh Koite (I)Schultz Engineering LLC,Joe Schultz Mark E.Dornak,P.E. Project Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev 10 Page 1 of 1 N iii 0b .0a d co '3• R Lu iii cy 4.3i 2 � O `� 0 W o, m 0 � o �.a 0 _ � 0 V, r4., = El a Di CY 1:0 44 .0 cc 4)VI � 0vUiaai -1 E-' �' (4) -1 End4C C6 k QW8 O 0a< E: y 0 0, ' CO a ' v a' PQo v,3 c.) o p, Wt� • O r...., .14)W " 0 , M rka? • coE 0 HI! COQ .Wa NaaA' 0„4,0. � Mob et4t. .,.-( t)i 4.75 Q.1 5a �' � &8 acf C,)' cs X a kIJ o o � °W o o0� ce't7 a o C: 0) b O too 0 �� -0„, Q 0 F,0 O4 0 � g3 tirtot to ,., 0 a) a) GD ...moo a 5Gk (7 J • o CZ1 w w � o C..) 4-, z9L. ° � 0R. H a) ,4 � bA 0,-,'U 0 n, co 7.. .0 o4. v e) "0 ca W Z -5 c0 w v� so. vAi�� 0 ,�.^ � •p N O� '•foo �0 WA.Hb 0 svn 0 Z "0. 0• -„ �' ZE a a)• k �4' R. 0p � vrdW V °a0 +-,,. m 5e) -,`,a.. .. Wtnoc,RW a) 0 > �0moO0 00. 0SE . �c< 0oV 0 • 00 16 ,Z c. 0z � cny M .. Z la, 44. Cf) . .,_,..- i 1-4 O• 00 v:. 0 ,0,-- ,,,U) C.) *-3coco , w00_ d.t7C _ 0