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HomeMy WebLinkAboutApplication- Permit- � 1'• GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. 7687 Job Address AR)/ r`-� .-� 4 f 65D Nature of Work Use of Buildin Owner Building Permit Contractor Amount of PemutS NA OcbtAfitu4A-ced Date Clerk • -rF. GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. 7687 Job Address /CD K J Ct c ` 65 Nature of Work Use of Buildin Owner Building Permit Contractor Otuv7-5. Oatirtu444) Amount of Permits NA Date Clerk JULr3,1.-00 MONO 04:23 B&B ELECTRIC INC, FAX NO, 9702418587 P, 02 APPROVED PLANS AND THIS CARD MUST BE ON JOBSTTE FOR ENTRY INSPECTION 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 625-6226 Do ( BUILDWG PERMIT #677Z Date /14/. ff RIFLE. COLORADO `91 UBC Sec.. 303(a) - Approved plans and specifications shall not be changed, modified or altered without authorizations from the building official, and all work shall be done in accordance with the approved plans. Owner/Agent Address /GM/ £,4IL4QM4 Avi. Description General Contractor e Al AL • IBX i , .,eIrmo N. ..44-4 wAYX /0"*Oer,rd THIS PERMIT IS NOT TRANS!TAMABLE 1)0 NOT DESTROY TE -IIS CARD MUST BE RETURNED TO BUILDING DEPARTMENT AFTER FINAL INSPECTION • ROUGH EL1 CT.($TATE) FOOTINGS F 9 FRAMING FOUNDATION WALL /z/r' WALL INSULATION DRYWALL. FOUNDATION SEAL (BSMNT) UNDERSLAB PLUMBING FINAL ELECTRICAL(STATE) •, 7 FINAL INSULATION f ROUGH PLUMBING ROUGH IiLiATIMECII USE TAX CTAS LINE PRESSURE TEST FINN I.. BUI[.DING THIS PERMIT IS NOT TRANS!TAMABLE 1)0 NOT DESTROY TE -IIS CARD MUST BE RETURNED TO BUILDING DEPARTMENT AFTER FINAL INSPECTION �v=�r. Certificate of Occupancy M O z 8 g . U 41) '` 441 o V 9g To m N ,10 b 0, 1 r -I •ffi o o 004 a.U 8 .' C7 0 0 0 0 4) Z tZt its 41) A oI. iir) 1U el{11 f o A0 a� b I14 es t 8 • 43. 0 O 0 • szt ▪ vs so A le 'EO • I. aw 00 o �. 0 o � o 0 • C Q e � O as °Ts in 0 • d Cle O a p II ti Na r�:i. v. to �p sel 41-6 0g IU teb b e O p1 ► 0 0 wJ 1 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Protect: RIDING ARENA, RIFLE, COLORADO Location: FOUNDATION WALLS ALONG THE NORTH AND WEST SIDES OF THE BUILDING. Report Date: January 24, 2000 Report ID. No: C1615 - GS- 2916 Cast Date: 12/27/1999 Batch Time: 9:50 Specimens Made By: CF Supplier: R.M.R.M. Ticket No.: 03-013565 Truck Number: 166 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) Test Time: 11:35 Concrete Mix: 4015 PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231: C138. C1064) Slump: 4.5 In. Air Content: 5.5 % 114 mm COMPRESSIVE STRENGTHS (AST_M C39) Density: 138.9 pcf. 2225 kg/m3 Temp.: 65 °F 18 oC Specimen Age Dia. Area Load Compressive Strength (No.) 1.12ayal ibla (In.2) (lbs.) (psi} (MPa) 1 7 4.00 12.57 42,000 3340 23.0 2 7 4.00 12.57 41,000 3260 22.5 Average: 3300 22.8 3 28 4.00 12.57 51,250 4080 28.1 4 28 4.00 12.57 51,250 4080 28.1 Average: 4080 28.1 CTL/Thompso�i.�n by: erg Dan Downing cc: Concrete Supplier CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 i (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR, RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Protect: RIDING ARENA, RIFLE, COLORADO Location: SOUTHSIDE FOOTERS BETWEEN PADS Cast Date: 12/22/1999 Specimens Made By: CF Ticket No.: 0313543 Report Date: January 19, 2000 Report ID. No: C1614 - GS- 2916 Batch Time: 2:00 Supplier: R.M.R.M. Truck Number: 132 Test Time: 3:10 Concrete Mix: 4015 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa © 28 days) PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231LC138. C1064) Slump: 3.5 in. Air Content: 4.5 % Density: 141.1 pcf. Temp.: 57 89 mm 2260 kg/m3 14 COMPRESSIVE STRENGTHS (ASTM C39) of oC Specimen Age Dia. Area Load Compressive Strength (No.) (Days) Ulla (in.2) (lbs.) (psi) LMPa) 1 7 4.00 12.57 53,500 4260 29.4 2 7 4.00 12.57 55,000 4380 30.2 Average: 4320 29,8 3 28 4.00 12.57 70,500 5610 38.7 4 28 4.00 12.57 71,500 5690 39.2 Average: 5650 39.0 CTLIThampso Inc. by: Dan Downing cc: Concrete Supplier CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 ■ (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO Location: SPREAD FOOTERS @ 21 AND 22, A2 AND A7, B6 AND 27 Report Date: January 18, 2000 Report 1D. No: C1638 - GS- 2916 Cast Date: 12/17/1999 Batch Time: 1:25 Specimens Made By: JOE R Supplier: R.M.R.M. Ticket No.: 03-13510 Truck Number: 149 Test Time: 2:15 Concrete Mix: 4015 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231. C138, C1064) Slump: 3 in. Air Content: 5.9 % Density: 141.6 pcf. Temp.: 59 °F 76 mm 2268 kg/m3 15 °C COMPRESSIVE STRENGTHSJJASTM C39) Specimen Age Dia. Area Load Compressive Strength (No.) (Days) DILI (in.2) (lbs.) (psi) (MPa) 1 7 4.00 12.57 46,000 3660 25.2 2 7 4.00 12.57 49,750 3960 27.3 Average: 3810 26.3 3 28 4.00 12.57 66,000 5250 36.2 4 28 4.00 12.57 60,000 4770 32.9 Average: 5010 34.6 CTLIThomps by: Dan Downing cc: Concrete Supplier RECEIVED JAN 2 0 2000 GARFIELD COUNTY ENGINEER CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO Location: BUILDING FOOTERS NORTH END Report Date: January 12, 2000 Report ID. No: C1612 - GS- 2916 Cast Date: 12/16/1999 Batch Time: 1:27 Test Time: 2:10 Specimens Made By: CF Supplier: R.M.R.M. Ticket No.: 03-13489 Truck Number: 145 Concrete Mix: 4015 Specified Strength: 3000 psi © 28 days ( 20.7 MPa @ 28 days) PHYSICAL PROP RTIE$ OF CONCRETE (ASTM C143. C231, C13$. C1064) Slump: 3 In. Air Content: 4.6 % Density: 141.5 pcf. Temp.: 68 °F 76 mm 2267 kg/m3 20 °C COMPRESSIVE STRENGTHS (ASTM 0391 Specimen Age Dia. Area Load Compressive Strength (No.) (Days) (in.2) (lbs.) (psi) (MPa) 1 7 4.00 12.57 47,000 3740 25.8 2 7 4.00 12.57 47,250 3760 25.9 Average: 3750 25.9 3 28 4.00 12.57 63,500 5050 34.8 4 28 4.00 12.57 59,250 4710 32.5 Average: 4880 33.7 CTL1Thom by: son, Inc. Dan Downing cc: Concrete Supplier RECEIVED JAN 17 2000 GARFIELD COUNTY ENGINEER CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 a GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTI{TESTS Project: RIDING ARENA, GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO Location: BUILDING FOOTERS Report Date: January 11, 2000 Report ID. No: C1648 - GS- 2916 Cast Date: 12/13/1999 Batch Time: 2:34 Test Time: 3:15 Specimens Made By: TH Supplier: R.M.R.M. Ticket No.: 03-13467 Truck Number: 145 Concrete Mix: 4010 Specified Strength: 3000 psi © 28 days ( 20.7 MPa @ 28 days) PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231, C1384, C1064) Slump: 2.5 In. Air Content: 5.0 % 64 mm COMPRESSIVE STRENGTHS (ASTM C39) Density: 142.6 pcf. 2284 kg/m3 Temp.: 62 °F 17 °C Specimen Age Dia. Area Load Compressive Strength (No.) (Days) thni}. (in.2) (lbs.) (psi) (MPa) 1 7 4.00 12.57 50,750 4040 27.9 2 7 4.00 12.57 52,000 4140 28.6 Average: 4090 28.2 3 28 4.00 12.57 62,500 4970 34.3 4 28 4.00 12.57 64,000 5090 35.1 Average: 5030 34.7 CTLJThomps by: Dan Downing cc: Concrete Supplier RECEIVED JAN 14 2000 GARFIELD COUNTY ENGINEER CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO81601 • (970) 945-2809 fel GARFIELD COUNTY Report Date: January 11, 2000 109 8TH STREET, SUITE 300 Report ID. No: C1189 - GS- 2916 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO Location: BUILDING FOOTERS - NORTH SIDE Cast Date: 12/09/1999 Batch Time: Specimens Made By: DICK D Supplier: R.M.R.M. Ticket No.: 03-13434 Truck Number: 148 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) Test Time: 1:55 Concrete Mix: 4015 PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231, C138. C1064) Slump: 3 In. Air Content: 4.7 % Density: 143.8 pcf. Temp.: 57 °F 76 mm 2304 kg/m3 14 °C COMPRESSIVE STRENGTHS (ASTM C39) Specimen Age Dia. Area Load Compressive Strength (No.) (Days) (in.2) (lbs.) (psl) (MPa) 1 7 4.00 12.57 49,000 3900 26.9 2 7 4.00 12.57 49,500 3940 27.2 Average: 3920 27.0 3 28 4.00 12.57 69,000 5490 37.9 4 28 4.00 12.57 65,750 5230 36.1 Average: 5360 37.0 CTLIThont son, i�nc.^ cc: Concrete Supplier by: 'r� RECEIVTED Dan Downing JAN 1 2000 GARFIELD COUNTY ENGINEER CTL/THOMPSON, INC: CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS. COLORADO 81601 • (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF CQMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, RIFLE, COLORADO Location: FOUNDATION WALLS SOUTH SIDE Report Date: January 09, 2000 Report ID. No: C1650 - GS- 2916 Cast Date: 12/30/1999 Batch Time: 12:00 Test Time: 1:15 Specimens Made By: TIM H. Supplier: R.M.R.M. Ticket No.: 03-13604 Truck Number: 148 Concrete Mix: 4010 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231 C138 C1064) Slump: 3 in. Air Content: 6.0 % Density: 144.2 pcf. Temp.: 60 of 76 mm 2310 kg/m3 16 oC COMPRESSIVE STRENGTHS (ASTM C39) Specimen Age Dia. Area Load Compressive Strength (No.) (Days) (in.2) (lbs,) (MPa) 1 7 4.00 12.57 53,000 4220 29.1 2 7 4.00 12.57 52,000 4140 28.6 Average: 4180 28.8 CTLIThomps Inc. by: Dan Downing cc: Concrete Supplier RECEIVED JAN 4 2000 GARFIELD COUNTY ENGINEER CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 GARFIELD COUNTY Report Date: January 05, 2000 109 8TH STREET, SUITE 300 Report ID. No: C1615 - GS- 2916 GLENWOOD SPRINGS CO 81801 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, RIFLE, COLORADO Location: FOUNDATION WALLS ALONG THE NORTH AND WEST SIDES OF THE BUILDING. Cast Date: 12/27/1999 Batch Time: 9:50 Specimens Made By: CF Supplier: R.M.R.M. Ticket No.: 03-013565 Truck Number: 166 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) Test Time: 77:35 Concrete Mix: 4015 PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231, C138, C1064) Slump: 4.5 In. Air Content: 5.5 % 194 mm COMPRESSIVE STRENGTHS (ASTM C39) Density: 138.9 pcf. 2225 kg/m3 Temp.: 65 °F 18 °C Specimen Age Dia. Area Load Compressive Strength (N.J (Days) kW (in.2) ilhs.] (psi) (MPa) 1 7 -4.00 12.57 42,000 3340 23.0 2 7 4.00 12.57 41,000 3260 22.5 Average: 3300 22.8 RECEIVE]C AN 01 2000 GARFIELD COUNTY ENGINEER CTLIThompsone ve' cc; Concrete Supplier by: {{ Dan Downing CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, RIFLE, COLORADO Location: SOUTHSIDE FOOTERS BETWEEN PADS Cast Date: 12/22/1999 Specimens Made By: CF Ticket No.: 0313543 Report Date: January 05, 2000 Report ID. No: C1614 - GS- 2916 Batch Time: 2:00 Supplier: R.M.R.M. Truck Number: 132 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) Test Time: 3:10 Concrete Mix: 4015 PHYSICAL PROPERTIES OF CONCRETE_(ASTM C143 C231 C138, C1064) Slump: 3.5 in. Air Content: 4.5 % Density: 141.1 pcf. Temp.: 57 89 mm 2260 kg/m3 94 COMPRESSIVE STRENGTHS (ASTM C39) Specimen Age (No.) (Days) 1 7 2 7 Dia. 4.00 4.00 CTL/Thompson, fnc. by: g'AS Dan Downing Area Load (In.2) (Ibs.) 12.57 53,500 12.57 55,000 Average: of oC Compressive Strength (pl) (MPa) 4260 29.4 4380 30.2 4320 29.8 RECEIVEL JAN 0 7 2000 GARFIELD COUNTY ENGINrFri cc: Concrete Supplier CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 • GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO Location: SOUTH SIDE BLDG PAD FOOTERS Report Date: January 02, 2000 Report ID. No: C1613 - GS- 2916 Cast Date: 12/21/1999 Batch Time: 9:00 Test Time: 10:15 Specimens Made By: CF Supplier: R.M.R.M. Ticket No.: 03-13522 Truck Number: 144 -Concrete Mix: 4015 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231. C138, C1064} Slump: 2.5 in. Air Content: 4.1 % Density: 142.9 pcf. Temp.: 69 °F 64 mm 2289 kg/m3 21 °C COMPRESSIVE STRENGTHS (ASTM C39) Specimen Age Dia. Area Load Compressive Strength (N°.) (Days) LW (in.2) (lbs.) (psfl (MPa) 1 7 4.00 12.57 50,000 3980 27.4 2 7 4.00 12.57 47,500 3780 26.1 Average: 3880 26.8 RECEIVED JAN 0 6 2011U GARFIELD COUNTY ENGINEER CTLiThompson,c. f1 r� cc: Concrete Supplier ��yye,w by: Dan Downing CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO Location: SPREAD FOOTERS B9 AND B2, A2 AND A7, B6 AND B7 Report Date: January 02, 2000 Report ID. No: C1638 - GS- 2916 Cast Date: 12/17/1999 Batch Time: 1:25 Specimens Made By: JOE R Supplier: R.M.R.M. Ticket No.: 03-13510 Truck Number: 149 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa © 28 days) Test Time: 2:15 Concrete Mix: 4015 PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231, C138, C1064) Slump: 3 in. Air Content: 5.1 % Density: 141.6 pcf. Temp.: 59 °F 76 mm 2268 kg/m3 15 °C COMPRESSIVE STRENGTHS (ASTM C39) Specimen Age Dia. Area Load Compressive Strength (No.) (Days) 41111 jin.2j (lbs.) (psi) (MPa) 1 7 4.00 12.57 46,000 3660 25.2 2 7 4.00 12.57 49,750 3960 27.3 Average: 3810 26.3 CTLIThompson, In'cj��� by: �► 14 AS Dan Downing RECEIVED JAN 0 6 2000 GARFIELD COUNTY ENGINEER cc: Concrete Supplier CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE = GLENWOOD SPRINGS, COLORADO81601 ■ (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: RIDING ARENA, GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO Location: BUILDING FOOTERS NORTH END Report Date: January 02, 2000 Report ID. No: C1612 - GS- 2916 Cast Date: 12/16/1999 Batch Time: 1:27 Specimens Made By: CF Supplier: R.M.R.M. Ticket No.: 03-13489 Truck Number: 145 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) Test Time: 2:10 Concrete Mix: 4015 PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231, C138. C1064) Slump: 3 in. Air Content: 4.6 % 76 mm COMPRESSIVE STRENGTHS (ASTM C39) Specimen Age (No.) (Days) Dia. Area (In.2) 1 7 4.00 12.57 2 7 4.00 12.57 CTL/Thompson, In . by: Dan Downing Density: 141.5 pcf. Temp.: 68 °F oC 2267 kg/m3 20 Load (lbs.) 47,000 47,250 Average: Compressive Strength (MPa) 3740 25.8 3760 25.9 3750 25.9 RECEIVED JAN 0 6 2000 GARFIELD COUNTY ENGINEER cc: Concrete Supplier CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: GARFIELD COUNTY FCAIRGROUNDS RIFEL, CO Location: BUILDING FOOTERS - NORTH SIDE Report Date: December 20, 1999 Report ID. No: C1189 - GS- 2916 Cast Date: 12/09/1999 Batch Time: Specimens Made By: DICK D Supplier: R.M.R.M. Ticket No.: 03-13434 Truck Number: 148 Specified Strength: 3000 psi @ 28 days ( 20.7 MPa @ 28 days) Test Time: 1:55 Concrete Mix: 4015 PHYSICAL PROPERTIES OF CONCRETE (ASTM C143. C231. C138. C1064) Slump: 3 in. Air Content: 4.7 % Density: 143.8 pcf. Temp.: 57 °F 76 mm 2304 kg/m3 14 °C COMPRESSIVE STRENGTHS (ASTM C39) Specimen Age Dia. Area Load Compressive Strength (No.) (Days) 1.1114 (in•2) (lbs.) hail (MPa) 1 7 4.00 12.57 49,000 3900 26.9 2 7 4.00 12.57 49,500 3940 27.2 Average: 3920 27.0 CTL/Thompson, Inc. by: Dan Down n RECEIVED JAN 0 6 2000 GARFIELD COUNTY ENGINEER cc: Concrete Supplier CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRfVE ■ GLENWOOD SPRINGS. COLORADO 81601 ■ (970) 945-2809 •� GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS CO 81601 - Attention: MR. RANDY WITHEE REPORT OF COMPRESSIVE STRENGTH TESTS Project: GARFIELD COUNTY FAIRGROUNDS RIFEL, CO Location: BUILDING FOOTERS Report Date: December 20, 1999 Report ID. No: C1648 - GS- 2916 Cast Date: 12/13/1999 Batch Time: 2:34 Specimens Made By: TH Supplier: R.M.R.M. Ticket No.: 03-13467 Truck Number: 145 Specified Strength: 3000 psi © 28 days ( 20.7 MPa @ 28 days) Test Time: 3:15 Concrete Mix: 4010 PHYSICAL PROPERTIES OF CONCRETE (ASTM C143, C231, C138, C1064) Slump: 2.5 In. Air Content: 5.0 64 mm COMPRESSIVE STRENGTHS (ASTM C39) Density: 142.6 pcf. 2284 kg/m3 Temp.: 62 of 17 oC Specimen Age Dia. Area Load Compressive Strength (No.) (Daysl (ink (in.2) (lbs.) (psi) () 1 7 4.00 12.57 50,750 4040 27.9 2 7 4.00 12.57 52,000 4140 28.6 Average: 4090 28.2 CTL/Thompson, Inc. by: bfr 'r Dan Downing cc: Concrete Supplier CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS. COLORADO81801 • (970) 945-2809 compaction • _Test Report RECEIVED DEC 13 1999 GARFIELD COUNTY ENGINEER CLIENT. GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS, CO 81601 CTL/THOMPSON, INC. 1 CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS DATE: __12)01/99_.... JOB. NO.. REPORT NO. _._........._,-----...4...,..,..... __-____ _.,_ SHEET _....1 OF...... -- SUBJECT RIDING ARENA - GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO TEST NO. LOCATION DEPTH FEET TEST TYPE LABORATORY FIELD MAX DENSITY PCF OMC DRY DENSITY PCF MC COM- PACTION SOIL TYPE NO..TESTS_.PERFORMED-.... SPECIFICATIONS —..� 00----.-- % MAXIMUM __-ASTM..D6-8.___.._- MOISTURE OF OPTIMUM TYPE OF COMPACTION EQUIPMENT AND NO. Of UNITS: -NVA- MOISTURE ADDED BY_.__.._...--------_._.__...-.,_ THICKNESS OF LIFT---- _------.._..._—__._,..._. __ INCHES TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS: THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTNE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. PROGRESSREPORT WE MET WITH RANDY WITHEE TO OBSERVE FOOTING EXCAVATION IN THE SOUTH EAST CORNER OF THE PLANNED BUILDING. WE RECOMMEND REMOVING THE OLD FILL FROM BELOW THE PLANNED FOOTINGS. EXCAVATION WAS STARTED TO REMOVE AT LEAST 3 FEET OF FILL BELOW BOTTOM OF PLANNED FOOTING. BACKFILL OF THIS AREA IS PLANNED FOR LATER TODAY. A SITE VISIT WAS MADE IN THE AFTERNOON TO PERFORM DENSITY TESTING. THE CONTRACTOR WAS STILL EXCAVATING BELOW PLANNED FOOTINGS. o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATEb BY OUR OBSERVATIONS AND TEST NO.(S)..__. ❑ IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.ISjv .__ _...... AND SHOULD BE REWORKED SCOPE OF OBSERVATION: 0 FULL TIME; PERIODIC, ON CALL BASIS; _._.....DAN DOWNING/CATHERINE FRANKLIN FIELD REPRESENTATNE DB [CONTRACTOR'S OR CLIENT'S REPRESENTATIVE ADVISED GOULD CTLITHOMPSON, INC. APPrrovenev JOHN MECHLjNG, P.E. A Compaction jest Report CLIENT: GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS, CO 81601 CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS DATE: __ ............12/02/99 JOB, NO. _.,..._ _._� 9.1. ....__ _ .. _.. _.. REPORT NO._ .....-__...,, SHEET .1 OF . _ . 2 ._....._. SUBJECT RIDING ARENA - GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO FOOTING EXCAVATION TEST NO. LOCATION DEPTH FEET TEST TYPE LABORATORY FIELD MAX DENSITY PCF OMC DRY DENSITY PCF MC COM- PACTION SOIL TYPE NO TESTSTERF_ORME.D____._._.... SPECIFICATIONS=--..._.....- -- %OFMAXIMUM_ �_..._........__ MOISTURE WITHIN.. %OF OPTIMUM TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS; 1-)VIB..SHEEPSFOOT- MOISTURE ADDED BY.-ATUR L____._...._--_._........_ .._-__......._..,....,....� .__...._,.. THICKNESS OF LIFT.INCHES TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UMTS: 1)BACKHOE-1)DOZER-1)DUMP-TRUCK2)ENDRAMPS ---w THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTNE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. PROGRESS REPORT AT THIS SRE VISIT THE CONTRACTOR HAD SUB -EXCAVATED BELOW THE BOTTOM OF FOOTING ELEVATION IN THE SOUTHEAST CORNER OF THE RIDING ARENA AND WAS STILL IN UNCONTROLLED FILL MATERIAL. TREES, HAY AND TRASH WERE ENCOUNTERED. THE SOUTHEAST CORNER WAS BOTTOMED AT APPROXIMATELY 10 FEET BELOW THE BOTTOM OF FOOTING AND TAPERING TO THE WEST TO AN AVERAGE OF 7 FEET BELOW THE BOTTOM OF FOOTING. UNTIL DAYLIGHT AT THE SOUTHWEST CORNER OF THE OFFICE BUILDING. TRASH AND HAY WAS OBSERVED IN THE SIDES OF THE EXCAVATION. RANDY WITHEE, GARFIELD COUNTY ENGINEER INFORMED THE CONTRACTOR THAT THE SUBEXCAVATION DEPTH BELOW THE BOTTOM OF FOOTING WAS SATISFACTORY.(SEE PAGE 2) ❑ IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)__.........____.-... ............... -_ _.. _. ❑ IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) _ .._ _._ ..,._..._..._ _ AND SHOULD BE REWORKED SCOPE OF OBSERVATION; 0 FULL TIME; C( PERIODIC. ON CALL BASIS; C CONTRACTOR'S OR CLIENT'S REPRESENTATIVE ADVISED GOULD CONSTRUCTION SANDY_THIBAULT FIELD RENRESENTATIVE DB CTL/THOMPSON, INC. APPROVED BY DAN DOWNING, FIELD MANAGER 1 r• • Compaction ...Test Report CLIENT: GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS, CO 81601 CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS _.12/02/99... JOB NO....... ...02.915...__ . REPORT NO. _L. SHEET . 2 OF , 2_ . SUBJECT RIDING ARENA - GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO FOOTING EXCAVATION TEST NO. LOCATION DEPTH FEET TEST TYF'E LABORATORY FIELD MAX DENSITY PCF OMC DRY DENSITY PCF MC COM- PACTION SOIL TYPE SPECIFICATIONS.—.-.. % OF MAXIMUM . MOISTURE WITHIN. . % OF OPTIMUM TYPE Of COMPACTION EQUIPMENT AND NO, OF UNITS: MOISTURE ADDED BY_ THICKNESS OF LIFT _ INCHES TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS: THIS REPORT PRESENTS OPINIONS FORMED ASA RESULT OF OUR OBSERVATION OF FILL PLACEMENT. AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. Prz°GlzEssREP°Iu PIT RUN MATERIAL CONSISTING OF SAND, GRAVEL AND COBBLES WAS BEING PLACED IN THE EXCAVATION. THE PIT RUN MATERIAL WAS ESTIMATED TO BE 70-80 PERCENT PLUS 3/4 INCH ROCK. THE MATERIAL IS TOO ROCKY TO TEST. IT WAS SUGGESTED TO THE CONTRACTOR TO PLACE THE PIT RUN IN LIFTS AND APPLY COMPACTIVE EFFORT FULL WIDTH OF THE FILL, 0 IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)_ 0 IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST AND SHOULD BE REWORKED SCOPE OF OBSERVATION: 0 FULL TIME; PERIODIC, ON CALL BASIS; (R CONTRACTOR'S OR CLIENT'S REPRESENTATIVE ADVISED GOULD CONSIRUCTION ; } SANDY T_IIIBAULT FIELD REPRESENTATivt DB CTUTHOMPSON. INC. - • • • -• APPROVED BY DAN DOWNING, FIELD MANAGER Compaction -Test Report CLIENT: LECEIVED DEC 0 7 1999 GARFIELD COUNTY ENGINEER GARFIELD COUNTY 109 8TH STREET, SUITE 300 GLENWOOD SPRINGS, CO 81601 CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS DATE __ /29/9_2_ _ JOB, NO.. Q29..15._.. -- REPORT NO...._.._ ....___._2 SHEET ___ 1 OF 1 SUBJECT RIDING ARENA - GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO TEST NO. LOCATION DEPTH FEET TEST TYPE LABORATORY FIELD SOIL TYPE MAX DENSITY PCf OMC % DRY DENSITY PCF MC % COM - PACTION % 1 5AND_20'W_OLTHE...SOUTHEAST._ RI in NKR; C_n12NFP 1 n N1Ir 199 n 11-2 196 0 8-1 100+ .CURVE _ NO, -„1.__ .. JOB NO 2915 2 5'N AND_ 100W_OE-THE_S.OUTHEAST-. RUfI DING r-nDNFD 1 n 151110 192 0 1 1 2 19d 0 8-6 loot CURVE .N0-3_,_._ 1OR NO 2915 3 5''N.AND ..1-50 W...OF_THE-SOUTHEAST RUII r iNr rnDNFD 1 5 NUC 1.22 n_ 11_9 128 n 7 9 _CURVE ..NO._ ]_-_ 100 -I- -Ina Nn 291 R 4 5N-AND-200'W_OF_THESOUTHEAST_ 1 ti Nuc' 199 n_ 11-2 l l a n 7 0 -CURVE_ NO. _1.--._- 0a 1nR Nn 9015 BUIL DING CORNFB SPECIFICATIONS—S�rj_ .-.-._- % MAXIMUM.w_ A TM.D698_•-_ MOISTURE % OF OPTIMUM TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS 1)SELF-PROPELLED-SHEEPSF-OOT MOISTURE ADDED BY__NAT{JRAL__..--..,__-_.___._...__ -.. THICKNESS OF UFT-.....6_8_.._..__r-..._...,..__�__.- TYPE OF EARTH MvIOVING EQUIPMENT AND NO. OF UNITS: 1)SCRAPER 1)BiADE-1)SMALt DOZ-ER--------- INCHES THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTNE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. PROGRESS REPORT FILL PLACEMENT CONTINUES IN THE RIDING ARENA BUILDING. THE EXCAVATED SOIL FROM THE NORTH WALL LINE FOOTING IS BEING REUSED AS FILL IN THE SOUTH 1/3 OF THE BUILDING. COMPACTION TESTING INDICATED SATISFACTORY COMPACTION EXCEPT FOR TEST NO. 4 ADDITIONAL COMPACT(VE EFFORT WILL BE APPLIED TO THIS AREA AND A RETEST WILL BE PERFORMED. THE MOISTURE OF THE FILL IS SLIGHTLY BELOW PROJECT SPECIFICATIONS, HOWEVER, DUE TO THE WINTER WEATHER AND THE SATISFACTORY COMPACTION BEING OBTAINED WE DO NOT RECOMMEND ADDING ADDITIONAL MOISTURE AT THIS TIME. O IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO-(S)__..,2_AND -.3 ❑ IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)_4............. AND SHOULD BE REWORKED SCOPE OF OBSERVATION: 0 FULL TIME; PERIODIC, ON CALL BASIS; CONTRACTOR'S OR CLIENT'S REPRESENTATIVE ADDVISED, OPERA OR W/ _.. DAN DOWNING, FIELD. MANAGER ----- FIELD REPRESENTATIVE DB CTLITHOMPSON, INC. APPROVED BY JOHN M CHLING, P.E. _Compaction Test Report RECEIVED DEC 0 7 1999 CLIENT: GARFIELD COUNTY GARFIELD COUNTY DATE: _ .._ 109 8TH STREET, SUITE 300 ENGINEER REPORT NO GLENWOOD SPRINGS, CO 81601 SUBJECT CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS 1.1/30/99 JOB. No -..........02915. ___ ......... .3 SHEET._ 1 OF ..... _1_ . RIDING ARENA - GARFIELD COUNTY FAIRGROUNDS RIFLE, COLORADO TEST NO. LOCATION DEPTH FEET TEST TYPE LABORATORY FIELD MAX DENSITY PCF OMC DRY DENSITY PCF MC ok COM- PACTION SOIL TYPE dq RETEST_NO....4 NUC 122 0 11 2 122 n 8 1n0 CURVE JOB NO 201.5 SPECIFICATIONS' 95 % MAXIMUM—ASTM ...D69.$_. -_._r. MOISTURE WITHIN. a} .__._.... TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS: -1)SHEE.PSFOOT--ROLI.- R- MOISTURE ADDED BY._NATuRAL % OPTIMUM THICKNESS OF LIFT__ NOT -OBSERVED INCHES TYPE Of EARTH MOVING EQUIPMENT AND NO. OF UNITS: 1)DOZER -1)BLADE-1)SCRAPER THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER TI -IAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. PROGRESS REPORT AT THIS SITE VISIT THE CONTRACTOR HAD REWORKED THE AREA OF PREVIOUSLY FAILING DENSITY TEST NO. 4. A RETEST PERFORMED IN THAT AREA INDICATED SATISFACTORY COMPACTION AND MOISTURE CONTENT. IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S).,..,4A_,_. 0 IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(5) __...... AND SHOULD BE REWORKED SCOPE OF OBSERVATION: 0 FULL TIME; IR PERIODIC, ON CALL BASIS; C1 CONTRACTOR'S OR CLIENT'S REPRESENTATIVE ADVISED SANDY THIBAULT--._..____ FIELD REPRESENTATIVE DB CTL/THOMPSON, INC. f OPERATORS W/1 ULD rdts APPROVED BY DAN DOWNING, FIELD MANAGER .4 140 135 430 125 120 115 110 105 LL 2 1 400 95 CURVE NUMBER 2 MAXIMUM DRY DENSITY 1 -0 PCF OPTIMUM MOISTURE CONTENT 8' 7 % DRY WEIGHT 0 5 10 15 20 25 30 35 MOISTURE CONTENT% Sample Description sANn, VERY CI AYFY, I I GHT BROWN LIQUID LINT °6 ON-SITE GARFIELD COUNTY FATRUROUNDS PLASTICITY INDEX LocationGRAVEL °G ASTM D 1557 SAND _ Compaction Test Procedure SILT AND CLAY METH06 A JOB NO. GS -2915 Compaction Test Results 11/30/99