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Home My WebLink AboutTerracon - 1/29/2018LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: 95181011.0006 Service Date: 01/29/18 Report Date: 02/07/18 Client Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Material Information Source of Material: Native Material Proposed Use: Moisture Conditioning Laboratory Test Data Test Procedure: ASTM D698 Test Method: Method A Sample Preparation: Wet Rammer Type: Mechanical Maximum Dry Unit Weight (pcf): 106.4 Optimum Water Content (%): 18.1 Comments: Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 oLzrracon 2501 E Loop 820N Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Sample Information Sample Date: 01/12/18 Sampled By: Contractor Sample Location: Center of Site, -15' Sample Description: Dark Reddish Brown Sandy Clay Result Liquid Limit: 35 Plastic Limit: 16 Plasticity Index: 19 In -Place Moisture (%): Passing #200 (%): 58.0 USCS: Specifications Zero Air Voids Curve for Assumed Specific Gravity 2.67 108 y: 107 Q 106 105 t 104 103 102 101 100 99 98 97 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Water Content (%) Services: Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for Moisture - Density Relations and Atterberg Limits. Terracon Rep.: Contractor Reported To: Contractor: Report Distribution: (1) Brooks Hospitality Consulting Corp, Mark (1) Manhattan Construction Co, Ben Jensen Brooks (1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Pritchard Scheckelhoff Reviewed By: (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter John, rupa (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Senior Project Manager Monteomery Test Methods: ASTM D698, ASTM D1140, 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, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: 95181011.0005 Service Date: 01/29/18 Report Date: 02/07/18 Client Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Material Information Source of Material: Proposed Use: Laboratory Test Data Test Procedure: ASTM D698 Test Method: Method A Sample Preparation: Wet Rammer Type: Mechanical Maximum Dry Unit Weight (pcf): 99.6 Optimum Water Content (%): 21.9 Comments: Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Sample Information Sample Date: 01/12/18 Sampled By: Sample Location: Center of Site, -8' Sample Description: Dark Brown Sandy Clay Result Liquid Limit: 46 Plastic Limit: 20 Plasticity Index: 26 In -Place Moisture (%): Passing #200 (%): 67.0 USCS: Specifications Zero Air Voids Curve for Assumed Specific Gravity 2.67 Water Content (%) Services: Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for Moisture - Density Relations and Atterberg Limits. Terracon Rep.: Contractor Reported To: Contractor: Report Distribution: (1) Brooks Hospitality Consulting Corp, Mark (1) Manhattan Construction Co, Ben Jensen Brooks (1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Pritchard Scheckelhoff Reviewed By: (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter John, rupa (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Senior Project Manager Monteomery Test Methods: ASTM D698, ASTM D1140, 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, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: 95181011.0004 Service Date: 01/29/18 Report Date: 02/07/18 Client Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Material Information Source of Material: Proposed Use: Laboratory Test Data Test Procedure: ASTM D698 Test Method: Method A Sample Preparation: Wet Rammer Type: Mechanical Maximum Dry Unit Weight (pcf): 106.2 Optimum Water Content (%): 18.4 Comments: Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Sample Information Sample Date: 01/12/18 Sampled By: Sample Location: Center of Site @ Existing Grade Sample Description: yellowish Brown Clayey Sand Result Liquid Limit: 41 Plastic Limit: 16 Plasticity Index: 25 In -Place Moisture (%): Passing #200 (%): 49.0 USCS: Specifications Zero Air Voids Curve for Assumed Specific Gravity 2.65 1 08 107 Q 106 .. 105 t 104 103 102 .+ 101 != 100 99 C 98 97 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Water Content (%) Services: Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for Moisture - Density Relations and Atterberg Limits. Terracon Rep.: Contractor Reported To: Contractor: Report Distribution: (1) Brooks Hospitality Consulting Corp, Mark (1) Manhattan Construction Co, Ben Jensen Brooks (1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Pritchard Scheckelhoff Reviewed By: (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter John, rupa (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Senior Project Manager Monteomery Test Methods: ASTM D698, ASTM D1140, 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, 10-16-13, Rev.7 Page 1 of 1 GENERAL OBSERVATION REPORT Report Number: 95181011.0002 Irerracon Service Date: 01/29/18 2501 E Loop 820 N Report Date: 02/01/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Brooks Hospitality Consulting Corp Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 206 Oldenwood Ct Colleyville, TX 76034 Grapevine, TX 76051 Project Number: 95181011 On this date, a representative of Terracon arrived at the above referenced jobsite as scheduled but was unable to drill piers due to soil conditions. See pictures attached.. Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: Report Distribution: (1) Brooks Hospitality Consulting Corp, (1) Manhattan Construction Co, Ben Mark Brooks Jensen (1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Reviewed By: Scheckelhoff Pritchard (1) Manhattan Construction Co, Daniel (1) Manhattan Construction Co, David �,Tupa Rideau Saiter (1) Manhattan Construction Co, Frederick (1) Manhattan Construction Co, Robert Senior Project Manager Moore Montaomery 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. BC0001, 10-16-13, Rev.10 Page 1 of 1 Grapevine Main Phase 1 Site Plan: Report Number: 95181011.0002 Irerracon 815 South Main Street Technician: Daniel Blocker 2501 E Loop 820 N Grapevine, TX 76051 Date: 01/29/18 Fort Worth, TX 76118-6978 Scale: Not to Scale 817-268-8600 Reg No: F-3272 BDOOOP, 08-24-13, Rev.O ;k vwl 'r,c . T f^ r Grapevine Main Phase 1 Site Plan: Ireirracon Report Number: 95181011.0002 815 South Main Street Technician: Daniel Blocker 2501 E Loop 820 N Grapevine, TX 76051 Date: 01/29/18 Fort Worth, TX 76118-6978 Scale: Not to Scale 817-268-8600 Reg No: F-3272 BDOOOP, 08-24-13, Rev.O FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0001 Service Date: 01/29/18 2501 E Loop 820 N Report Date: 02/02/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 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 (%) (pcf) 1 95181011.0006 Dark Reddish Brown Sandy Clay ASTM D698 18.1 106.4 Min/+3 Min 93 2 95181011.0005 Dark Brown Sandy Clay ASTM D698 21.9 99.6 Min/+4 Min 93 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) (pcf) (%) (pct) (%) Garage (Basement) 1 P6.5/15.7 5 1 6 122.3 23.3 23.5 99.0 93 2 P5.5/15.5 5 1 6 122.0 23.5 23.9 98.5 93 Garage (Pll-P12/17) 3 P11.2/17.8 FG 2 6 121.7 25.4 26.4 96.3 97 4 P11.6/17.5 FG 2 6 120.9 25.9 27.3 95.0 95 Datum: Moisture Condition. (Failed shots.) Serial No: Std. Cut. M:661 Std. Cut. D: 2054 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: (1) Brooks Hospitality Consulting Corp, Mark (1) Manhattan Construction Co, Ben Jensen Reviewed By: Brooks Jo -. . T upa (1) Manhattan Construction Co, Brad (1) Manhattan Construction Co, Chase Pritchard Senior Project Manager Scheckelhoff (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Test Methods: ASTM D6938 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. CRoo07, 11-16-12, Rev.7 Page 1 of 1