The URL can be used to link to this page

Home My WebLink AboutTerracon - 2/13/2018CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0036A Irerracon Service Date: 02/13/18 2501 E Loop 820 N Report Date: 02/16/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5 ReportNo.: 95181011.0036 No. of Cylinders: 1 set of 5 (4x8) Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: Report Distribution: See attached distribution list. Reviewed By: �,T Senior 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. sC0001, 10-16-13, Rev.10 Page 1 of I Distribution Page Report Number: 95181011.0036A Service Date: 02/13/18 Report Date: 02/16/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0039 Service Date: 02/13/18 2501 E Loop 820 N Report Date: 03/16/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 9211 Supplier: Argos Batch Time: 1445 Plant: 123 Truck No.: 5106 Ticket No.: 12324588 Field Test Data Received 1 A Test Result Specification Slump (in): 7 6-8 Air Content (%): 2.0 0-3 Concrete Temp. (F): 55 50-95 Ambient Temp. (F): 50 36-100 Plastic Unit Wt. (pcf): 148.8 Yield (Cu. Yds.): 44.8 Laboratory Test Data Set Specimen Avg Diam. Area Date No. ID (in) (sq in) Received 1 A 4.00 12.57 02/14/18 1 B 4.00 12.57 02/14/18 1 C 4.00 12.57 02/14/18 1 D 4.00 12.57 02/14/18 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 02/13/18 Sample Time: 1615 Daniel Blocker clear 41 Batch Size (cy): 9 PUMP Pier 2058, Grid Line P3/17 Drilled Piers, see report 95181011.0038 Age at Maximum Date Test Load Tested (days) (lbs) 02/20/18 7 60,690 03/13/18 28 84,640 03/13/18 28 85,920 03/13/18 28 86,100 Average (28 days) 1 E 02/14/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Compressive Strength Fracture (psi) Type 4,830 2 6,740 4 6,840 5 6,850 2 6,810 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Blocker Reported To: David with Manhattan Contractor: Report Distribution: See attached distribution list. Reviewed By: Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0039 Service Date: 02/13/18 Report Date: 03/16/18 Revision 1 - 28 -day results Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0039 Service Date: 02/13/18 2501 E Loop 820 N Report Date: 02/21/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 9211 Supplier: Argos Batch Time: 1445 Plant: 123 Truck No.: 5106 Ticket No.: 12324588 Field Test Data A 4.00 Test Result Specification Slump (in): 7 6-8 Air Content (%): 2.0 0-3 Concrete Temp. (F): 55 50-95 Ambient Temp. (F): 50 36-100 Plastic Unit Wt. (pcf): 148.8 Yield (Cu. Yds.): 44.8 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E Initial Cure: Outside Final Cure: Moist Comments: Samples Made By: Terracon Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Area Date Date (sq in) Received Tested 12.57 02/14/18 02/20/18 12.57 02/14/18 03/13/18 12.57 02/14/18 03/13/18 12.57 02/14/18 03/13/18 02/14/18 Final Cure: Moist Room 02/13/18 Sample Time: 1615 Daniel Blocker clear 41 Batch Size (cy): 9 PUMP Pier 2058, Grid Line P3/17 Drilled Piers, see report 95181011.0038 Age at Maximum Test Load (days) (lbs) 7 60,690 28 28 28 Hold Compressive Strength Fracture (psi) Type 4,830 2 Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Blocker Reported To: David with Manhattan Contractor: Report Distribution: See attached distribution list. Reviewed By: John, Tupa Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0039 Service Date: 02/13/18 Report Date: 02/21/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0038 Irerracon Service Date: 02/13/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 1 - Rebar Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Proiect Number: 95181011 On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet for recorded data. NOTE: Elevation data provided by others or taken from plans. Services: Drilled Pier Observation Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �,Tuipa Senior 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. sC0001, 10-16-13, Rev.10 Page 1 of 1 DRILLED PIER OBSERVATION Report Number: 95181011.0038 Service Date: February 13, 2018 Client: Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Driller: CMG 1 rerracon 2501 E. Loop 820 North Fort Worth, Texas 76118 817-268-8600 Reg No: F-3272 Project: Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project No.: 95181011 Technician: Daniel Blocker Pier Identification P6/18 P5/18 P3/17 Pier Diameter (in.) 36 36 60 Top of Ground Elevation (ft.) 628.69 628.96 629.59 Top of Pier Elevation (ft.) 624.85 625.85 626.52 Depth to Bearing Stratum from Ground (ft.) 25.0 25.4 25.4 Depth of Pier from Ground (ft.) 50.0 49.6 68.7 Required Penetration (ft.) 24.0 24.0 43.0 Actual Penetration (ft.) 25.0 24.2 43.3 Depth from Top of Concrete (ft.) 46.0 46.0 65.2 Condition of Bottom (wet or dry) Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Casing Diameter (in.) 38 38 62 Cased Depth (ft.) 30.0 30.0 33.0 Number of Vertical Bars (ea.) 12 12 16 Reinforcing Bar Size (#) 9 9 10 Length of Vertical Bars (ft.) 48.6 48.2 68.1 Time Drilling was Completed 8:25 AM 9:30 AM 2:30 PM Time Concrete was Placed 12:00 PM 12:45 PM 5:45 PM Page 1 of 1 Distribution Page Report Number: 95181011.0038 Service Date: 02/13/18 Report Date: 07/02/18 Revision 1 - Rebar Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) ArchiTexas, Michael Karnowski (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0038 Irerracon Service Date: 02/13/18 2501 E Loop 820 N Report Date: 02/16/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Proiect Number: 95181011 On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet for recorded data. NOTE: Elevation data provided by others or taken from plans. Services: Drilled Pier Observation Terracon Rep.: Daniel Blocker Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �,Tuipa Senior 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. sC0001, 10-16-13, Rev.10 Page 1 of 1 DRILLED PIER OBSERVATION Report Number: 95181011.0038 Service Date: February 13, 2018 Client: Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Driller: CMG 1 rerracon 2501 E. Loop 820 North Fort Worth, Texas 76118 817-268-8600 Reg No: F-3272 Project: Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project No.: 95181011 Technician: Daniel Blocker Pier Identification P6/18 P5/18 P3/17 Pier Diameter (in.) 36 36 60 Top of Ground Elevation (ft.) 628.69 628.96 629.59 Top of Pier Elevation (ft.) 624.85 625.85 626.52 Depth to Bearing Stratum from Ground (ft.) 25.0 25.4 25.4 Depth of Pier from Ground (ft.) 50.0 49.6 68.7 Required Penetration (ft.) 24.0 24.0 43.0 Actual Penetration (ft.) 25.0 24.2 43.3 Depth from Top of Concrete (ft.) 46.0 46.0 65.2 Condition of Bottom (wet or dry) Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Casing Diameter (in.) 38 38 62 Cased Depth (ft.) 30.0 30.0 33.0 Number of Vertical Bars (ea.) 16 16 16 Reinforcing Bar Size (#) 10 10 10 Length of Vertical Bars (ft.) 48.6 48.2 68.1 Time Drilling was Completed 8:25 AM 9:30 AM 2:30 PM Time Concrete was Placed 12:00 PM 12:45 PM 5:45 PM Page 1 of 1 Distribution Page Report Number: 95181011.0038 Service Date: 02/13/18 Report Date: 02/16/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0037 Service Date: 02/13/18 2501 E Loop 820 N Report Date: 02/16/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Lab Test Data Project Requirements Mat. Proctor No. Ref. No. 1 95181011.0006 Field Test Data Classification and Description Dark Reddish Brown Sandy Clay Test No. Test Location Basement (C.5 -G.5/9-11.1) Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water 1 Content Density Content Compaction (%) (pcf) (%) (%) 18.1 106.4 +4 94+ Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 1 E/10.8 1 1 6 125.7 24.9 24.7 100.8 95 2 F/10.3 1 1 6 121.9 22.2 22.3 99.7 94 3 E.2/10 2 1 6 124.5 23.7 23.5 100.8 95 4 F.5/10.6 2 1 6 124.4 24.1 24.0 100.3 94 5 D.5/9.5 3 1 6 123.1 22.7 22.6 100.4 94 6 F.2/10.5 3 1 6 123.0 22.8 22.8 100.2 94 7 E.2/9.5 4 1 6 123.9 23.2 23.0 100.7 95 8 F.8/10.7 4 1 6 123.7 22.9 22.7 100.8 95 Basement (C.5 -G.5/7-9) 9 D.5/8 1 1 6 121.8 22.1 22.2 99.7 94 10 F/8.7 1 1 6 122.0 21.3 21.2 100.7 95 Datum: Moisture Condition. Serial No: Std. Cut. M:2075 Std. Cut. D: 673 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: Report Distribution: See attached distribution list. Reviewed By: __Lto Tul Senior Project Manager 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 Distribution Page Report Number: 95181011.0037 Service Date: 02/13/18 Report Date: 02/16/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600