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Home My WebLink AboutB07-0096 Special Inspection Report~P7- 00 q~ . 1-4 G4 o'Ftech HEPWORTH-PAWLAK GEOTECHNICAL Hepworth-Pawiak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo®hpgeotech.com September 26, 2008 Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Ic_ 11 Project No. 1060905 Subject: Compliance of Construction and Materials, Willows Lodge, Lot 8, Block 6, Vail Village Ist Filing, 74 Willow Road, Vail, Colorado Dear Mr. Virostek: Hepworth-Pawlak Geotechnical, Inc. provided observation of excavations to confirm foundation bearing conditions, and materials testing services for earthwork and concrete during construction of the Willows Lodge Project. Our services for the construction began in July, 2007 and have continued on an as-required basis. Our services were performed under the direction of the undersigned licensed engineer registered in the State of Colorado. Nonconforming conditions, materials and/or workmanship identified during construction were immediately brought to the attention of the contractor for correction. Our testing and observation reports have been distributed under separate cover. The construction is now substantially.complete. Based on our observations during construction and the results of our testing to date, the earthwork and concrete materials placed for the project are in substantial compliance with the project specifications, and/or currently accepted industry practices as applicable. If you have any questions, please contact the undersigned. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. 01 Thom J. Westhoff O ~•N Reviewed By->----1 ~0..•• „i 216 David A. Young, P.E. °~~~•C ,4 Z6-oSS..~ @r~: TJW/ cc: RA Nelson - colemanw(,ranelson.com Town of Vail - cgunion@vailyov.com Parker 303-841-7119 * Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 PW% c=oi e^l I HEPWORTH-PAWLAK GEOTECHNICAL July 31, 2007 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com Triumph Development, LLC Attn: Steve Viurostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Job No. 106 0905 Subject: Excavation Observation for Tower Crane Pad, Proposed Willows Lodge, Lot 8, Block 6, Vail Village I" Filing, 74 Willow Road, Vail, Colorado Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on July 23 and 27, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. The crane pad is located in the north-central portion of the proposed building. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes fort the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. At the time of our July 23 site visit, the foundation excavation for the crane had been cut in one level about 41h to 5 feet below the adjacent ground surface with considerable groundwater being encountered. During our visit we recommended the excavation be dewatered by a drain placed outside the footing area at least 2 feet below bearing elevation and sloped to a sump where the water can be collected and pumped. On July 27, we observed the excavation being adequately dewatered, generally as recommended. The soils exposed in the bottom of the excavation consisted of relatively dense, silty sandy gravel and cobbles. The soils were wet but the subgrade appeared firm. Parker 303-841-7119 0 Colorado Springs 719-633-5562 9 Silverthome 970-468-1989 Triumph Development, LLC July 31, 2007 Page 2 The coarse granular soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 4,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular soils. The water seepage into the excavation should continue to be collected and diverted away from the footing area and any softened soils and mud removed before concrete placement. A shallow depth of screened rock (about 6 inches) can be placed in the bottom of the excavation to aid in the dewatering. Other recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/cay cc: R. A. Nelson and Associates - Attn: Paul Burbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 Ge&ech G 0'f*rtech HEPWORTH-PAWLAK GEOTECHNICAL August 23, 2007 Triumph Development, LLC Attn: Steve Virostek Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970.945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Job No. 106 0905 Subject: Excavation Observation, Proposed Willows at Vail Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Location: Continuous Footings along Line 2 from A to L and Line B from 1 to 8. Footing Pads between Lines G to A and 1 to 8, and at G-7, E-7, J-6, H.2- 4, including Elevator #3. Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavations at the subject site on August 6. and 10, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes for the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. The foundation excavations for the above locations were cut at different elevations from about 1 to 5th feet below the adjacent ground surface. The soils exposed in the bottom of the excavations consisted of relatively dense, silty sandy gravel and cobbles. Free water was encountered in some of the deeper cut areas and the soils were very moist to wet. Where water was encountered, the excavations were being dewatered by a sump and pump placed outside the footing area. The two footing pads adjacent the south side of the crane pad were to have flow fill concrete placed to their footing elevation due to the over dig for the crane pad, as previously recommended. The coarse granular soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 4,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular soils. The water seepage into the excavations should continue to be collected and diverted away from the footing area and any softened soils and mud removed before concrete placement. A shallow depth of screened rock (about 6 inches) can be placed in the bottom of the excavations to aid in the dewatering as needed. Other Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Triumph Development, LLC August 23, 2007 Page 2 recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/ksw cc: R. A. Nelson and Associates Attn: Paul Burbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 G99tech HP tech HEPWORTH-PAWLAK GEOTECHNICAL August 30, 2007 Hepworth-Pawlak Geoiechnlcal, hic. 5024 Counry Road 154 Glenwood Springs, Colorado 81611 Phone: 970-945-7988 Fax: 970.945-8454 email: hpgeoghpgeorech.com Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Job No. 106 0905 Subject: Excavation Observation, Proposed Willows at Vail Lodge, Lot 8, Block 6, Vail Village I" Filing, 74 Willow Road, Vail, Colorado Location: Elevator Nos. I and 2 at Lines D.3 and 10 and F.5 and 10. Footing Pads at Lines B.5/10 and C/8.25. Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavations at the subject site on August 15 and 17, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes for the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. The foundation excavations for the above locations were cut at different elevations from about 21h to 7 feet below the adjacent ground surface. The soils exposed in the bottom of the excavations consisted of relatively dense, silty sandy gravel and cobbles. Free water was encountered in 3 of the 4 excavations (not in pad at C/8.25) and the soils were very moist to wet. The excavations were being dewatered by a sump and pump placed outside the footing areas. The coarse granular soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 4,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular soils. The water seepage into the excavations should continue to be collected and diverted away from the footing area and any softened soils and mud removed before concrete placement. A shallow depth of screened rock (about 6 inches) can be placed in the bottom of the excavations to aid in the dewatering as needed. Other recommendations presented in our previous report which are applicable should also be observed. Parker 303-841-1119 • Colorado Springs 719-633-5562 9 Silverthorne 97C-468-1989 Triumph Development, LLC August 30, 2007 Page 2 The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/ksw cc: R. A. Nelson and Associates - Attn: Paul Burbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 G 9&ech tech HEPWORTH-PAWLAK GEOTECHNICAL September 5, 2007 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Job No. 106 0905 Subject: Excavation Observation, Proposed Willows at Vail Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Location: Continuous Footings; along Lines B and C from Lines 12 to 16 and along Line K from Lines 2 to 6.5. Footing Pad; at Lines E-6. Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavations at the subject site on August 30, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes for the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. The foundation excavations for the above locations were cut at two levels from about 1 to 21/2 feet below the adjacent ground surface. The soils exposed in the bottom of the excavations consisted primarily of relatively dense, silty sandy gravel and cobbles. At the step in grade along the K Line excavation, medium dense, slightly silty (coarse) sand was exposed at subgrade. No free water was encountered in the excavations the soils were moist to very moist. Based on our experience in the area, we do not expect excessive settlement in the sand bearing area. The coarse granular and sand soil conditions exposed in the excavation are generally consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 4,000 psf. Based on our Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular or sand soils. Any water seepage into the excavations should be collected and diverted away from the footing area and any softened soils and mud removed before concrete placement. A shallow depth of screened rock (about 6 inches) can be placed in the bottom of the excavations to aid in the dewatering as needed. Other recommendations presented in our previous report which are applicable should also be observed. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468.1989 Triumph Development, LLC September 5, 2007 Page 2 The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/ksw cc: R. A. Nelson and Associates - Attn: Paul Burbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 GeStech oPtech HEPWORTH-PAWLAK GEOTECHNICAL September 13, 2007 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970.945-7988 Fax: 970-945.8454 email: hpgeo@hpgeotech.com Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Job No. 106 0905 Subject: Excavation Observation, Proposed Willows at Vail Lodge, Lot 8, Block 6, Vail Village I" Filing, 74 Willow Road, Vail, Colorado Location: Footing Pads; at Lines J.5/7, J.5/8.5, G/8, D.6/8 and D.9/8. Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the above excavations at the subject site on September 5 and 11, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes for the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. The foundation excavations for the above locations were each cut at several different levels from about 21h 8 feet below the adjacent ground surface. The deeper cut area was adjacent the access ramp into the excavation. The soils exposed in the bottom of the excavations consisted primarily of relatively dense, silty sandy gravel and cobbles. Along the north edge of the pad excavations at G/8, D.6/8 and D.9/8, there was compacted fill consisting of the on-site coarse granular soils. The fill was placed to backfill the over dig for adjacent Elevator Nos. I and 2 and covered about 5% or 10% off each of the footing pad areas. The fill was about 2 feet deep over the natural coarse granular soils. The fill was to rocky to test compaction by conventional nuclear gauge methods but appeared dense and adequately compacted. No free water was encountered in the excavations the soils were moist to very moist. The coarse granular soil conditions exposed in the excavation are generally consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 4,000 psf. The fill appears adequately compacted to support the design bearing pressure. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular soils and the subgrade re-compacted as needed. Any water seepage into the excavations should be collected and diverted away from the footing area and any softened soils and mud removed before concrete placement. A shallow depth of Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468.1989 Triumph Development, LLC September 13, 2007 Page 2 screened rock (about 6 inches) can be placed in the bottom of the excavations to aid in the dewatering as needed. Other recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/ksw CC" R. A. Nelson and Associates - Attn: Paul Burbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 t-t pp GeC ech G Z% of tech HEPWORTH-PAWLAK GEOTECHNICAL September 26, 2007 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Co[orado 81601 Phone: 970-945-7988 Fax: 970.945-8454 email: hpgeo@hpgeotech.com Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Job No. 106 0905 Subject: Excavation Observation, Proposed Willows at Vail Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Location: Continuous Footings; North Wall between Lines C to G and 14 to 17. Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the above excavations at the subject site on September 19, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes for the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. The foundation excavation for the above location was cut at one level at about the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of relatively dense, silty sandy gravel and cobbles. No free water was encountered in the excavations the soils were generally moist. The coarse granular soil conditions exposed in the excavation are generally consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 4,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular soils and the subgrade compacted. Other recommendations presented in our previous report which are applicable should also be observed. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Triumph Development, LLC September 26, 2007 Page 2 The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/ksw cc: R. A. Nelson and Associates - Attn: Paul Surbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 C19&ech tech HEPWORTH-PAWLAK GEOTECHNICAL October 10, 2007 Hepworth•Pawlak Geotechnical, Inc. 5020 Count), Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970A45-8454 email: hpgeo@hpgeorech.com Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Job No. 106 0905 Subject: Excavation Observation, Proposed Willows at Vail Lodge, Lot 8, Block 6, Vail Village 1" Filing, 74 Willow Road, Vail, Colorado Location: Continuous Footings; East Wall Line from Lines 9 to 14 and North Wall from Lines K to H. Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the above excavations at the subject site on October 1, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes for the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. The foundation excavation for the above location was cut at three levels from about I/2 to 2 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of relatively dense, silty sandy gravel and cobbles. No free water was encountered in the excavations the soils were generally moist. The coarse granular soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure: of 4,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular soils and the subgrade compacted. Other recommendations presented in our previous report which are applicable should also be observed. Parker 303-841-7119 • Colorado Springs 719-633-5562 * Silverthorne 970-468-1989 Triumph Development, LLC October 10, 2007 Page 2 The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the . site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need farther assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/ksw cc: R. A. Nelson and Associates - Attn: Paul Burbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 Go cgteth oTtech HEPWORTH-PAWLAK GEOTECHNICAL October 23, 2007 Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, Suite 800 Bethesda, Maryland 20814 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com Job No. 106 0905 Subject: Excavation Observation, Proposed Willows at Vail Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Location: Two Footing Pads; at Lines J/12 and 1-1/14. Dear Mr. Virostek: As requested by Justin Pronga with R. A. Nelson, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the above excavations at the subject site on October 9, 2007 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November 20, 2006, Job No. 106 0905. Spread footings bearing on the natural coarse granular soils designed for an allowable bearing pressure of 4,000 psf were recommended for foundation support. Most of the excavation side slopes for the building have been shored and the excavation is near basement (garage) floor slab subgrade elevation. The foundation excavations for the above locations were cut at two levels from about 2%2 to 3 feet below the adjacent ground surface. The soils exposed in the bottom of the excavations consisted of medium dense, silty sand with gravel and cobbles. No free water was encountered in the excavations and the soils were generally moist. The coarse granular soil conditions exposed in the excavation are generally consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 4,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural granular soils and the subgrade compacted. Other recommendations presented in our previous report which are applicable should also be observed. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Triumph Development, LLC October 23, 2007 Page 2 The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. HEPWORTH - PAWLAK GEOTECHNICAL, INC. David A. Young, P.E. DAY/cay cc: R. A. Nelson and Associates - Attn: Paul Burbridge Alpine Engineering - Attn: Jason Cowles Job No. 106 0905 G99tech NP G&Aech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-946-7988 Fax: 970-945-8454 hp-geoAhogeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Thursday Attn: Steve Virotsek Date: 10-04-07 8120 Woodmont Avenue, Suite 200 Report No.: 07-01 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1"t Filing, 74 Willow Road, Vail, Colorado Weather: Clear, calm, dry Temperature: 55° at 2:30 pm Earthwork Contractor: Diamond A Construction Equipment Used: Remote padfoot roller Description of Earthwork Diamond A had backfilled a portion of the south wall with excavated-on-site Tested: material. Density tests were judged to be acceptable. Sample(s) Obtained: A sample of the backfill was submitted to the lab for standard Proctor and classification testing. Verbal Communication: Justin with RA Nelson was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" Max. Rock Size: 8" Moisture natural Conditioning: Compactor(s) Used: remote padfoot roller Number of Passes: 8 Nuclear Gauqe Moisture/Density Test Results Field Test Location Depth or Field Dry Moisture Percent Min. % proctor C No. Elev. DPCF y Content Comp. Req " Lab No. South wall 75' west of southeast corner of 6' below 132 5 4 8 100+ 95 367-7 1 building rade . . 2 115' west of southeast corner of 5' below 129.5 5.1 99 95 367-7 buidinq grade r-1VUNJ, a3a1 Lab No. 111sac ixrw1 ouvv. Method Description Max Dry Opt Dens Moist 367-7 ASTM D 698 Silt , c!a a sand with ravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT Of OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE HtL;UMMtNUtU COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND 03017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff lcay Field Technician Reviewed By H■~ECr1 HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hogeo(a hogeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 106 0905 Day: Wednesday Attn: Steve Virotsek Date: 10-10-07 8120 Woodmont Avenue, Suite 200 Report No.: 07-02 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Weather: Clear, calm, dry Temperature: 50° at 3:00 pm I Earthwork Contractor: Diamond A Construction I Equipment Used: remote padfoot roller Description of Earthwork Diamond A had backfilled a storm sewer crossing in Willow Road. Density test Tested: in the top foot of aggregate base course was acceptable. Proctor value used was estimated typical value for Class 6 aggregate base course. Verbal Communication: Justin with RA Nelson was informed of our test result. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" Max. Rock Size: 314" Moisture hose Conditioning: Compactor(s) Used: remote padfoot roller Number of Passes: 8 Nuclear Gauae Moisture/Density Test Results Location Field Dry Field Min. % Test Depth or Moisture Percent Proctor No. storm sewer trench backfill Elev. Density y Content Comp. CReq ' Lab No. 1 center of trench on Willow Road 12" 130.2 6.1 95 95 est. Lab No. Method Description Max Dry Opt Dens Moist est. ASTM D 1557 314" aggregate base course 137.0 6.5 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND 03017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff lcay Field Technician Reviewed By 5020 County Road 154 CO 81601 s i d S H ng , pr btech Glenwoo Phone: 970-945-7988 G ~ o t Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo0hpgeotech.com REINFORCEMENT STEEL OBSERVATION REPORT Client: Triumph Development, LLC Job No.: 106 0905 Day: Monday Attn: Steve Virotsek Date: 10/15/07 8120 Woodmont Avenue, Suite 200 Report No.: 07-03 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1" Filing, 74 Willow Road, Vail, Colorado Structure: Level 1, Lines A-L and Lines 07-8 Rein forcement Location Elevation Vertical Horizontal Comments Size / Spacing Size / Spacing First Level Deck Detail 111S5.1 #4 Continous @ Step 81S8.2 #4 12" on center #4 Continous @ Step 21S5.2 Comers 94 12" on center #4 Continous @ Step 15155.1 #4 @ 12" on center corners Specifications Steel Grade: 60 ® Plans Used Reinforcing Cleanliness: clean ❑ Shop Drawings Used Contractor Advised Clearance & Cover: clear ❑ ❑ Splices: as per plan Full-Time Observation Bar Supports: Type: tied off ® Part-Time Observation Height: In Place Compliance ®Met Project ❑Met Project Requirements ❑ Date Requirements When When Re-Examined Re-Examined: Initially Examined Field Notes: cc: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By /cay 5020 County Road 154 r Glenwood Springs, Colorado 81601 H ~ ~ ~ Phone: 970-945-7988 ~ Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hDgeoCa honeolech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 106 0905 Day: Wednesday Attn: Steve Virotsek Date: 10-31-07 8120 Woodmont Avenue, Suite 200 Report No.: 07-04 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather: Cloudy, calm, light snow Temperature: 33° at 8:00 am Earthwork Contractor: Diamond A Construction Equipment Used: remote padfoot roller Description of Earthwork Diamond A had placed aggregate base course in the driveway, and was Tested: backfilling a sewer line tap that jutted into Willow Road. Proctor value used for Class 6 aggregate base course was estimated typical value. Tests were acceptable. Verbal Communication: Justin with RA Nelson was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" Max. Rock Size: 314"/8" Moisture hose Conditioning: Compactor(s) Used: remote sheepfoot Number of Passes: 8 Nuclear IS u a Moist ure/Densit Test Results Test Location Depth or Field Dry i Field Moisture Percent Min. % Comp Proctor No. Elev. ty Dens PCF Content Comp. . Req. Lab No. % 1 Driveway Sta 0+50 base grade 132.5 5.5 98 95 est 2 Driveway Sta 0+76 base grade 143.6 5.4 100+ 95 est 4.5' 3 Sewer Tap In Roadway Below 132.1 5.4 100+ 95 367-7 Grade Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist est ASTM D 1557 3/4"A re ate base course 137.0 6.5 367-7 ASTM D 698 Silty, clayey sand with ravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D3017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By G< o bech HEPWORTH - PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpaeo(q)hpeotech.com Hot Bituminous Pavement Density Testing Report Client: Triumph Development, LLC Job No.: 106 0905 Day: Tuesday Steve Virotsek Date: 06-24-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-26 Page: 1 of 2 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1" Filing, 74 Willow Road, Vail, Colorado Weather: Partly cloudy Ambient Temperature range: 70-80° F Paving Contractor: B&B PART Time Observation Compaction Equipment: Volvo DD steel wheel roller Description of Pavement B & B was paving the top mat on Willow Road. Density tests on the AC Tested: pavement were acceptable. Sample(s) obtained: 1 hot mix and 1 cold feed sample were obtained for laboratory testing (see attached Page 2). Verbal Communication: Bobby with B & B was informed of our test results. _ Recommended Density Range of 92-96 % of the Maximum Density as Determined by ASTM D2041 Asphalt Temperature Range: 290-300° F No. of Passes: 6 Thickness of Lift: 3" Test Na. Location Willow Road Pavement Lift Lab Density Pcf Nuclear Field Density cf Compaction % 1 - ; STA. 0+75 1 k 2 of 2 153.9 144.6 94 2 f STA. 9+00 2 of 2 153.9 144.0 94 v 3 STA. 14+20 2 of 2 153.9 14511 94 1 he nuclear densometer metnoa of testing is m suvstaIIUdI decal uaI I4a vvlu h~ I IVI vGaJv. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By G4t~ ~b1 HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com ASPHALTIC CONCRETE MIX TEST REPORT Triumph Development, LLC Job No: 1060905 Attn: Steve Virostek Date: 6-24-08 8120 Woodmont Avenue, #800 Sheet: 1 of 1 Bethesda, Maryland 20814 Sample No: 277-8 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1s' Filing, 74 Willow Road, Vail, Colorado Placement Location: Willow Road Top Mat Supplier: B&B Mix Design: Time Sample Taken: Sampling Location: paver auger Weather: Air Temperature: ° Sample Temperature: ° nAnthnrl of Pvtrnrtinn- AAfi14Tn T317IR Method A Oil Content: 5.68% Des. Oil Content: 5.9 ± 0.3% Sieve Analysis Sieve Size Sample Percent Passing Job Mix Target Percent Passing Job Mix Tolerance CDOT Master Range, Grading SX COLD FEED 3/„" 100 100 100 100 1/2" 98 95 90 -100 90-100 %11 88 82 76-88 #4 69 59 54-64 #8 55 42 37-47 28-58 #16 41 32 #30 30 24 20-28 #50 20 15 #100 13 10 #200 8.4 5.8 3.8-7.8 2-10 No. 1 No. 2 Average Mix Design Maximum Theoretical Unit Wt. pcf 153.3 Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Stephanie Blair James Parker Field Technician Reviewed By G4 O tech r 5020 County Road 154 Glenwood Springs, 61601 Phone: e: 97 970-945-7988 8 Fax: 970-945-8454 HEPWORTH - PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com Hot Bituminous Pavement Density Testing Report Client: Triumph Development, LLC Job No.: 106 0905 Day: Tuesday Steve Virotsek Date: 06-17-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-24 Page: 1 of 2 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Weather: Clear Ambient Temperature range: 65-75° F Paving Contractor: B & B PART Time Observation Compaction Equipment: Volvo DD steel wheel roller Description of Pavement B& B finished paving the pedestrian path along Willow Road. Density tests Tested: on the pavement were acceptable. Sample(s) obtained: 1 cold feed gradation sample was received for laboratory testing (results attached) Verbal Communication: Bobby with B & B was informed of our test results. Recommended Density Range of 92-96 % of the Maximum Density as Determined by ASTM D2041 Asphalt Temperature Range: 280-285° F No. of Passes: 6 Thickness of Lift: 3" F Test Location Pavement Lab Density Nuclear Compaction r No. Lift Pcf Field Density % Willow Road Pedestrian Path pcf 1 STA. 2+00 1 of 2 153.9 144.9 94 2 - STA. 5+00 1 of 2 153.9 144.0 f 1 93 I ne nuclear aensomecer meinoo OT IeSIIny I5 IH SUUti Ldl ILIdI dLA'UI UCLI Kt; VVILI I tw 1 IVI vc v w. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By * H b1tech G ✓ HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com ASPHALTIC CONCRETE MIX TEST REPORT Triumph Development, LLC Job No: 1060905 Attn: Steve Virostek Date: 6-17-08 8120 Woodmont Avenue, #800 Sheet: 2 of 2 Bethesda, Maryland 20814 Sample No: 256-8 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1gt Filing, 74 Willow Road, Vail, Colorado Placement Location: Willow Road Pedestrian Path Supplier: B&B Mix Design: SX 75, 15% RAP, PG 64-22 dated 8/1107 Sieve Analysis Sieve Size Sample Percent Passing Job Mix Target Percent Passing Job Mix Tolerance CDOT Master Range, Grading SX COLD FEED 3/," 100 100 100 100 ~/2" 96 95 90-100 90-100 %11 83 82 76-88 #4 55 58 53-63 #8 39 42 37-47 28-58 #16 28 32 #30 20 24 20-28 #50 13 16 #100 8 10 #200 5.5 6.2 4.2-8.2 2-10 No. 1 No. 2 -Average_ Mix Design Maximum Theoretical Unit Wt. pcf 153.9 Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By IF* ec~ 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 4 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com Hot Bituminous Pavement Density Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Wednesday Steve Virotsek Date: 06-18-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-25 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15t Filing, 74 Willow Road, Vail, Colorado Weather: Clear Ambient Temperature range: 68-79° F Paving Contractor: B & B PART Time Observation Compaction Equipment: Volvo DD steel wheel roller Description of Pavement B&B was paving the bottom mat of Willows Drive. Density tests on the AC Tested: pavement were acceptable. We were unable to sample the mix today because the plant broke down. Verbal Communication: Bobby with B & B was informed of our test results. Recommended Density Range of 92-96 % of the Maximum Density as Determined by ASTM D2041 Asphalt Temperature Range: 268° F No. of Passes: 6 Thickness of Lift: 3" Nest _ Location Pavement Lab Density Nuclear Compaction No. Lift Pcf Field Density % Willows Drive cf 1 STA. 1 +00 1 of 2 153.9 143.9 94 2 STA. 4+90 1 of 2 153.9 145.1 _ 94 I he nuclear clensometer meinoo or tesuny Is R i suUt>tdi With --ui udl -c vvni 1 r J 1 ivy vc wv. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By HE= ' tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo &hpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Tuesday Attn: Steve Virotsek Date: 6-3-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-22 Page: 1 of 3 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15t Filing, 74 Willow Road, Vail, Colorado Weather: Clear, light breeze, dry Temperature: 60° at 10:00 am Earthwork Contractor: B&B Equipment Used: Vibratory smooth drum roller, grader, water truck Description of Earthwork B&B was placing and compacting road base on Willow Road. We were Tested: requested to test the aggregate base grade. Tests were acceptable. Verbal Communication: We informed Rob with B&B of our test results. Rob informed us they were going to pave on site today and requested testing. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 8" Max. Rock Size: 314" Moisture Water truck Conditioning: Compactor(s) Used: Vibratory smooth drum roller Number of Passes: 10 Nuclear Gau a Moistu re/Densit Test Resu lts Test Location Depth or Field Dr y D Field Moisture Percent Min. % Co P Proctor No. Willow Road Elev. PCF y Content Comp. . Lab No. 1 4+00 @ base 136.0 5.0 97 95 113-8 2 5+00 1 @ base 1 135.6 1 5.9 I 97 I 95 1 113-8 ~ ova. w. vu. Lab No. nr+... Method Description Max Dry Opt Dens Moist 113-8 ASTM D 1557 -9g _ 3/<" areg._ ate base course 140.4 6.3 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, bAE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTtNG WAS USED IN SUBSTANTIAL. ACCORDANCE WITH ASTM 02922 AND D3017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff /Cay Field Technician Reviewed By Goif tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Hot Bituminous Pavement Density Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Tuesday Steve Virotsek Date: 06-03-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-22 Page: 2 of 3 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Weather: Clear Ambient Temperature range: 60-70° F Paving Contractor: B & B PART Time Observation Compaction Equipment: Volvo DD steel wheel roller Description of Pavement Willow Circle and the pedestrian path. Density tests were acceptable. Tested: Sample(s) obtained: 1 hot mix and 1 cold feed sample were obtained for laboratory testing (results attached) Verbal Communication: Ron with B & B was informed of our test results. Recommended Density Range of 92-96 % of the Maximum Density as Determined by ASTM D2041 Asphalt Temperature Range: 295-305° F No. of Passes: 6 Thickness of Lift: 3" Test Location Pavement Lab Density Nuclear Compaction No. Lift pcf Field Density IN, cf 1 Willow Circle East tie in 1 of 1 153.9 143.7 93 2 Willow Circle West tie in 1 of 1 153.9 T 144.0 93 3 Pedestrian path STA. 14+00 1 of 2 153.9 143.8 93 The nuclear densometer metnoa of testng is m SLIUSLanudi dUUUEUdnUc VVIL1 n~ IV] VGaJV_ Copies: RA Nelson -Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By Glll~ b1tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com ASPHALTIC CONCRETE MIX TEST REPORT Triumph Development, LLC Job No: 1060905 Attn: Steve Virostek Date: 6-3-08 8120 Woodmont Avenue, #800 Sheet: 3 of 3 Bethesda, Maryland 20814 Sample No: 242-8 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Placement Location: Willows Ro ad and Willows Circle Supplier: B&B Mix Design: SX 75,15% RAP, PG 64-22 dated 8/1/07 Time Sample Taken: 10:00am Sampling Location: paver auger Weather: clear Air Temperature: 65° Sample Temperature: 300° Method of Extraction: AASHTO T308 Method A Oil Content: 5.40% Des. Oil Content: 5.4 t 0.3% Sieve Analysis Sieve Size Sample Percent Passing Job Mix Target Percent Passing Job Mix Tolerance CDOT Master Range, Grading SX COLD FEED %11 100 100 100 100 97 95 90 -100 90-100 W, 84 82 76-88 #4 66 58 53-63 #8 48 42 37-47 28-58 #16 35 32 #30 26 24 20-28 #50 18 16 #100 11 10 #200 7.2 6.2 4.2-8.2 2-10 No. 1 No. 2 Average Mix Design Maximum Theoretical Unit Wt. pcf 152.3 152.7 152.5 153.9 Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By t~ G4Vh 5020 County Road 154 Glenwood Springs, 81601 Phone: 970-945-7988 8 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Triumph Development, LLC Job No.: 1060905 Day: Wednesday Attn: Steve Virotsek Date: 6/4/08 8120 Woodmont Avenue, Suite 800 Report No: 08-23 Sheet: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather Clear, calm, dry Temperature: 65° at 12:00 pm Contractor's B&B was expected to be working on Willow Road today. They were Construction Activities: cleaning up the area and shutting down work for the rest of the week because of the Teva Games. Equipment in Use: HP Geotech's Site We visited the site for scheduled compaction testing. No new areas Activities: were ready for testing. Verbal Communication: We spoke spoke with Rob with B&B and he informed us they were not working for the rest of the week due to the Teva Games. cc: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed by 5020 County Road 154 Hp 1 , ~ Springs, Colorado 8160 G(~~Glenwood Phone: 970-945-7988 Fax: 970-945-8454 V HEPWORTH - PAWLAK GEOTECHNICAL hone oCrDhoaeotech com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Tuesday Steve Virotsek Date: 05-27-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-20 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15t Filing, 74 Willow Road, Vail, Colorado Weather: Partly cloudy Temperature: 680 @ 3:00 p.m. Earthwork Contractor: B&B Equipment Used: Trackhoe, vibratory smooth drum roller Description of Earthwork Class 6 aggregate base course had been placed for curb & gutter area on Tested: Willow Road right side. Paul Burbage of RA Nelson requested a compaction test. Test was acceptable. Verbal Communication: Rob with B&B was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech Lift Thickness. 8" Max. Rock Size: '/4" Moisture Water truck Conditioning: Compactor(s) Used: Vibratory smooth drum roller Number of Passes: 6 Nuclear Gau a Moist ure/Density Test Resul ts Test Location Depth or Field Dry y D Field Moisture Percent Min. IN, p' Proctor No. Willow Road Elev. PCF Content Comp. R q Lab No. 1 Station 4+20 Right under curb and @ base 135.8 6.0 97 95 113-8 utter grade Proctor Sample Reference: Lab No. Method Description j Max Dry Opt Dens Moist - 6.3 113-8 ASTM D1557 '/1' re ate base course 140-.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVAT IONSOF FILL PLACEMENT. WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D3017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By Hf* G4t~ 61tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo((a hpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Thursday Steve Virotsek Date: 05-29-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-21 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather: Clear Temperature: 700 @ noon Earthwork Contractor: B&B Equipment Used: Grader, vibratory smooth drum roller Description of Earthwork At the time of our visit B&B had subgrade exposed on one half of the road and Tested: base course placed in the other lane. We tested both with acceptable results. Verbal Communication: Rob with B&B and Paul with RA Nelson were informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech 12" subgrade Max Lift Thickness: . Rock 6" subgrade Moisture Water truck 6" base course Size : base Conditioning: Compactor(s) Used: Vibratory smooth drum roller Number of Passes: 6+ Nuclear Gau a Moisture/Density Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor No. Willow Road Elev. DPCF y Content Comp. CR qp' Lab No. 1 STA 2+55 right of center @ badse 134.2 6.5 96 95 113-8 via e 1 2 STA 2+20 left of center suborade 133.1 6.0 100+ 95 367-7 Prnrtnr RamnlP RPferpnr_a- Lab No. Method Description Max Dry Dens Opt Moist 113-8 ASTM 01557 Class 6 aggregate base course 140.4 6.3_ 367-7 ASTM D698 Silt clayey sand with ravel 131.0 8.4 HIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METI 401) OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WTH ASTM D2922 AND 03017 Copies. RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By H G< Ortech 5020 County Road 154 Glenwood Springs, 81601 Phone: 970-945-7988 8 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Triumph Development, LLC Job No.: 1060905 Day: Monday Attn: Steve Virotsek Date: 5/19/08 8120 Woodmont Avenue, Suite 800 Report No: 08-15 Sheet: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Weather Clear Temperature: 600 at 1:00 pm Contractor's B&B was on site to grade Willow Road subgrade in preparation for base Construction Activities: course. Equipment in Use: HP Geotech's Site Activities: grader, smooth drum roller We made a site visit as requested to test the road subgrade. The subgrade was not ready for tests yet. Verbal Communication: Rob with B&B Excavating requested us to return tomorrow for testing. cc: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed by i 5020 County Road 154 ech Glenwood Springs, Colorado G(~~ b1t Phone: 970-945-7988 81601 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hPgeo(a)hpgeotech.corn Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Tuesday Steve Virotsek Date: 05-20-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-16 Page: 1 of 1 Bethesda, Maryland 20814 Project. Willows Lodge, Lot 8, Block 6, Vail Village 15' Filing, 74 Willow Road, Vail, Colorado Weather: Partly Cloudy Temperature: 55° @ 1:00 P.M. Earthwork Contractor: B&B Equipment Used: Trackhoe, pad foot roller Description of Earthwork B&B continued re-grading Willow Road. Test indicated acceptable compaction Tested: was being obtained. Verbal Communication: Rob with B&B was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech Lift Thickness: 10" Max. Rock Size: 6" Moisture Natural Conditioning: Compactor(s) Used: Padfoot roller Number of Passes: 6 min. Nuclear Gau a Moisture/Density Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor No. Willow Road Elev. DPCF y Content Comp. Comp- Req. Lab No. % 1 Sta. 5+00 Right Of Center subgrade 133.1 7.6 100+ 95 367-7 Proctor Sample Reference: _ Lab No. Method Description Max Dry Dens Opt Moist 367-7 ASTM D698 Silty clayey sand with gravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, VVE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPAC FIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TEST ING WAS USED INSUBSTANTIAL. ACCORDANCE VVITH ASTM D2922 AND D3017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By 5020 County Road 154 ~ Glenwood Springs, Colorado 81601 Phone: 970-945-7988 tech ~ ~ ~ i►ti.► Fax: 970-945-8454 \.r/\rr► ir HEPWORTH-PAWLAK GEOTECHNICAL hogeoc~hggeotech com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Wednesday Steve Virotsek Date: 05-21-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-17 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather: Partly Cloudy Temperature: 75@11:15 A.M. Earthwork Contractor: B&B Equipment Used: Trackhoe, smooth drum roller Description of Earthwork Willow Road subgrade and base grade was tested with acceptable results. Tested: Base course Proctor used was from same source sampled from our Job # 108086A. Verbal Communication: Steve Decrote with B&B was informed of our test results. Placement and Compaction Procedure: Not observed by HP Geotech Moisture Lift Thickness: Max. Rock Size: Conditioning: Compactor(s) Used. Smooth drum roller Number of Passes: Nuclear Gau a Moisture/Density Test Resul ts Test Location Depth or Field Dry y D Field Moisture Percent Min. % C Proctor No. Willow Road north half Elev. PCF Content Comp. Req. Lab No. 1 North lane WB across from bldg Subgrade 137.7 5.9 100+ 95 367-7 entrance 2 North lane WB 40'E of bldg Subgrade 129.5 7.9 99 95 367-7 entrance 3 60'W of bldg entrance grade Base 137.8 4.5 98 95 113-8 Proctor Sample Reference: _ Opt Lab No. Method Description Max Dry Dens Moist 367-7 ASTM D 698 Silt cla a sand with gravel 131.0 8.4 - - 113-8 ASTM 1557 3/4"aggregate base course 140.4 6.3 I HIS REPO+SI PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOP PILL PLACEMENT. WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSONIETER METHOD OF TESTING VVAS USED INSUBSTANTIAL ACCORDANCE WITH ASTM 02922 AND D30-7 Copies: RA Nelson - Justin Joe Benedict Tom Westhoff Field Technician Reviewed By H 5020 County Road 154 Glenwood Glenwood Springs, Colorado 81601 Got~ b1 Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgecphpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Thursday Steve Virotsek Date: 05-22-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-18 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15t Filing, 74 Willow Road, Vail, Colorado Weather: Clear Temperature: 601 @ 1:00 p.m. Earthwork Contractor: B&B Equipment Used: Trackhoe, padfoot roller Description of Earthwork B&B continued grading and compacting Willow Road subgrade. Test was Tested: acceptable. Verbal Communication: Rod with B&B was informed of our test results. - - Placement and Compaction Procedure: Observed by HP Geotech ' Lift Thickness: 10" Max. Rock Size: 6" Moisture Natural Conditioning: Compactor(s) Used: Vibratory Padfoot Roller Number of Passes: 6+ Nuclear Gau a Moist ure/Density Test Resul ts Test Location Depth or Field Dry DDensity Field Moisture Percent Min. % Comp Proctor No. Willow Road Elev. PCF Content Comp. Req. Lab No. % 1 4+75 Left Of Center subgrade 132.0 6.7 100+ 95 367-7 Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist 1 367-7 j ASTM D698 _ Silty-clayey sand with ravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, I'VE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE. EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE VOTH ASTM D2922 AND D3017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By H 5020 County Road 154 ~ Glenwood Springs, Colorado Phone: 970-945-7988 G6 81801 V 4 Fax: 970-945-8454 HEPWORTH-PAwLAK GEOTECHNICAL hpgeoAhpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Jab No.: 1060905 Day: Friday Steve Virotsek Date: 05-23-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-19 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather: Overcast mm Temperature: 40° a@ 12:00 p.m. Earthwork Contractor: B&B Equipment Used: Padfoot roller, trackhoe Description of Earthwork B&B completed subgrade on Willows Road. Test was acceptable. Tested: Verbal Communication: Rob with B&B was informed of our test results Placement and Compaction Procedure: Observed by HP Geotech Lift Thickness: 10" Max. Rock Size: 611 Moisture Natural Conditioning: Compactor(s) Used: Padfoot roller Number of Passes: 10 Nuclear Gauge Moisture/Density Test Resu lts Test Location Depth or Field Dry Density Field Moisture Percent Min. % Comp . Proctor No. Willow Road Elev. PCF Content Comp. Req Lab No. 1 Station 4+15 Left Of Center sub@rade 131.7 7.1 100 95 367-7 Proctor Sample Reference: I Lab No. Method Description Max Dry Opt Dens Moist i 367-7 ASTM D 698 Silty clayey sand with gravel _ 131.0 8.4 TI'iIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT. WE HAVE. RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED C:OMPACI3VE EFFORT AND MOISTURE TO FILL DURING TREE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS THE NUCLEAR DENSONIETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D3017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By H 5020 County Road 154 tech Glenwood Springs, Colorado 81601 G4!~~ 01 Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hGgeo _hpgeotech.corn Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Monday Attn: Steve Virotsek Date: 5-12-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-14 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15f Filing, 74 Willow Road, Vail, Colorado Weather: Partly cloudy Temperature: 54° at 10:00 am & 2:00 pm Earthwork Contractor: Diamond A _ _ Equipment Used: Remote pad foot roller, track hoe Description of Earthwork Backfilling of the storm sewer pipe trench continued on Willow Road. Tests Tested: were acceptable during our 2 site visits today. Verbal Communication: James with Diamond A was informed of the test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 8" _ Max. Rock Size: 6"' Moisture natural Conditioning: Compactor(s) Used: remote pad foot Number of Passes: 6 Nuclear Gau a Moisture/Densit Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor No Elev Density Content Comp. Comp. Lab No. . Willow Rd . PCF % Req. 2' below 1 190' East of Vail Road existing 133.9 6.9 100+ 96 367-7 rade 2 220' east of Vail Road existing 132.0 6.8 100+ 95 367-7 grade Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist 367-7 ASTM D 698 Silty clayey sand with gravel 131. _ 8.4 _ THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COF,4PACTI'VE EFFORT AND MOISTURE TO FILL DURING T1 IF TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS . I FIE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL. ACCORDANCE WITH ASTM 02922 AND 03017 Copies RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By 1k, vv 5020 County Road 154 H Glenwood Springs, CO 81601 Phone: 970-945- ax: 970-9145-8454 7988 Go( ech F HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Triumph Development, LLC Job No.: 1060905 Day: Monday Attn: Steve Virotsek Date: 5/5/08 8120 Woodmont Avenue, Suite 800 Report No: 08-09 Sheet: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village Vt Filing, 74 Willow Road, Vail, Colorado Weather Clear, calm, dry Temperature: 550 at 12:00 pm Contractor's Diamond A was placing storm sewer pipe on Willow Rd. Today was the Construction Activities: first day of storm sewer construction. Equipment in Use: HP Geotech's Site Activities: Backhoe, remote pad foot roller We visited the site to check on earthwork activity. No backfill had been placed and so no tests were performed. Verbal Communication: We spoke with James with Diamond A about the schedule for backfill testing. James requested daily visits for compaction testing. No one was on site for RA Nelson at the time of our visit. cc: RA Nelson -Justin Stephanie Blair Tom Westhoff , Feld Technician Reviewed by i 5020 County Road 154 ~ ~ Glenwood Springs, Colorado 81601 Phone: 970-945-7988 h rl ~ ~ ~ 1 ~F./ 4 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpaeo Whpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Tuesday Attn: Steve Virotsek Date: 5-06-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-10 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15t Filing, 74 Willow Road, Vail, Colorado W Weather: Clear, light breeze, dry Temperature: 50° at 3:00 pm Earthwork Contractor: Diamond A Equipment Used: Remote pad foot roller, track hoe Description of Earthwork We were on site to test the backfill of the storm sewer line on Willow Rd. When Tested: we arrived on site Diamond A was not on site. Density test on backfill in place was acceptable. Verbal Communication: No one was on site. Placement and Compaction Procedure: Not observed by HP Geotech. Lift Thickness: Max. Rock Size: 6" Moisture Conditioning: Compactor(s) Used: remote pad foot roller Number of Passes: mm Nuclear Gauge Moist ure/Density Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor No. Storm Drain Backfill Willow Rd Elev. DPCF y Content Comp. CReq. Lab No. . 1' below 1 40'E of Vail Rd road 130.7 6.0 99 95 367-7 grade Proctor Sample Reference: _ Lab No. Method Description Max Dry Opt Dens Moist 367-7 ASTM D 698 Silt clayey sand with ravel 131.0 8.4 i THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COP;IPACTIVE EFFORT AND MOISTURE 70 FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS, THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBS'T'ANTIAL ACCORDANCE VVNTHASTM 02022 AND D3017. Copies. RA Nelson - Justin Stephanie Blair Tom Westhoff rcay Field Technician Reviewed By 5020 County Road 154 Him Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL h eo hDQeOfech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Wednesday Attn: Steve Virotsek Date: 5-07-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-11 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15Y Filing, 74 Willow Road, Vail, Colorado Weather: Clear, light breeze, dry Temperature: 50° at 1:45 pm Earthwork Contractor: Diamond A Equipment Used: Remote pad foot roller, track hoe Description of Earthwork We visited the site for storm drain backfill compaction testing on Willow Rd. Tested: We observed that the backfill tested yesterday had been removed and was being replaced. We were told that the storm drain pipe had to be reinstalled. Test on backfill placed was acceptable. Verbal Communication: We called Paul Burbage with RA Nelson on the phone when we arrived and informed James on the Diamond A crew of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 10" Max. Rock Size: 61, Moisture natural Conditioning: Compactor(s) Used: remote pad foot roller Number of Passes: 10 Nuclear Gau a Moisture/Density Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor NO Storm Drain Backfill Willow Rd Elev. DPCF y Content Comp. Reap' Lab No. . 1' below 1 45' E of Vail Rd road 134.0 6.9 100+ 95 367-7 grade Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist 367-7 ASTM D 69$ Silty clayey sand with ravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL.. PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES V,1HEN OUR OBSERVER IS NOT OBSERVING OPERATIONS THE NUCLEAR DENSOMETER METHOD OF I ES T ING `AiAS USED IN SUBSTANTIAL ACCORDANCE. WTH ASTM D2922 AND D30i i. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff rcay Field Technician Reviewed By tech G4 oF 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Triumph Development, LLC Job No.: 1060905 Day: Thursday Attn: Steve Virotsek Date: 5/8108 8120 Woodmont Avenue, Suite 800 Report No: 08-12 Sheet: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather Cloudy, calm, rain Temperature: 35° at 7:45 am Contractor's Diamond A was scheduled to place storm drain pipe backfill on Willow Construction Activities: Road. Upon arrival we learned that work was suspended due to rain for the day. Equipment in Use: HP Geotech's Site We visited the site for scheduled backfill compaction testing. No Activities: earthwork was in progress and no tests were performed. Verbal Communication: When we arrived we asked James with Diamond A if he was planning on working today. He said they were not going to work and requested we stop by again tomorrow. There was no one on site from RA Nelson during our visit. cc: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed by 5020 County Road 154 ~ btech Glenwood Springs, Colorado 81601 Phone: 970-945-7988 ~ Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHN€CAL hpgeoCg)hpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Friday Attn: Steve Virotsek Date: 5-09-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-13 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 18t Filing, 74 Willow Road, Vail, Colorado Weather: Clear, light breeze, dry Temperature: 55° at 11:45 am Earthwork Contractor: Diamond A Equipment Used: Remote pad foot roller, track hoe Description of Earthwork We made two site visits today and tested the storm sewer line backfill being Tested: placed on Willow Rd. Test results were acceptable. Verbal Communication: We spoke with James with Diamond A and a gentleman with RA Nelson about the potential for areas to be unstable when proof rolled even though compaction tests are acceptable. It was discussed that due to existing above- optimum moisture in the backfill, future proof rolls may show some unstable areas that may need to be reworked to a stable condition. _ Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 10" Max. Rock Size: 6" Moisture natural Conditioning: Compactor(s) Used: remote pad foot roller Number of Passes: 10 Nuclear Gau a Moist u re/Density Test Resul ts Test Location Depth or Field Dry y D Field Moisture Percent Min. % o' Proctor No. Willow Rd Elev. PCF Content Comp. Reg Lab No. . 2' below 1 75'E of Vail Rd existing 130.1 9.0 99 95 367-7 grade 1' below 2 100'E of Vail Rd existing 131.9 8.5 100+ 95 367-7 rade Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist 367-7 ASTM D 698 _ Silty clayey sand with gravel 131 0 8.4 T. US REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT. WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED CUMPACTIVE EFFORT AND MOISTURE TO FILL DLIRINO TIME TIMES V.HEN OUR OBSERVER IS NOT OBSERVING OPERATIONS - THE NUc.:,LAR DEUSOR3ETER METHOD=UF TE,,T:N(U INAS USED IN SUBSTANTIAL ACCORDANCE WITH AST N1 D2922 AND D301, Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff icay Field Technician Reviewed By Glob btech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945.8454 hpgeo(@hpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Monday Attn: Steve Virotsek Date: 4-28-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-07 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village I" Filing, 74 Willow Road, Vail, Colorado Weather: Clear, calm, dry Temperature: 56° at 4:30 pm Earthwork Contractor: WSU Equipment Used: backhoe with a tamper plate Description of Earthwork WSU continued installing the waterline on Willow Rd. Density test on backfill Tested: was acceptable. Verbal Communication: Paul Burbage with RA Nelson was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" Max. Rock Size: 12" Moisture natura Conditioning: l Compactor(s) Used: tamper plate Number of Passes: 4-8 Nuclear Gau a Moisture/Densit Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor No. Willow Rd. Elev. Densit PCF Density Co dent Comp. Com om ' Req. Lab No. 1 200'E of the T on Willow Rd. 4'below 130.1 9.1 99 95 367-7 0-+- Cft nnln Rnfnrnnrn- Lab No. Method Description Max Dry Dens - Opt Moist - 3 - ASTM D 698 Silt clayey sand with gravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACT iVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND 03017. Copies: RA Nelson -Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By Gli/► b1tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945.8454 hpgeocr hpgeotech.ccm Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Wednesday Attn: Steve Virotsek Date: 4-30-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-08 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15' Filing, 74 Willow Road, Vail, Colorado Weather: Clear, calm, dry Temperature: 66° at 4:30 pm Earthwork Contractor: WSU _ - - Equipment Used: backhoe with a tamper plate Description of Earthwork WSU continued installing the waterline on Willow Rd. Density test in the Tested: backfill was acceptable. Verbal Communication: Paul Burbage with RA Nelson was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness.- 12" Max . Rock Size: 12" Moisture natura Conditioning: l Compactor(s) Used: tamper plate Number of Passes: 4-8 Nuclear Ga u a Moisture/Density Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor No. Willow Rd. Elev. PCF Density D Content Comp. (Req. Lab No. 1 275'W of the T on Willow Rd. 3'below 129.7 9.7 99 95 367-7 Drnr+nr Ramnla Rafaranra- Lab No. J Method _ Description Max Dry Opt Dens Moist 367-8 ASTM D 698 Silty clays sand with ravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT AE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COPAPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. TFIE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM 02922 AND 03017. Copies: RA Nelson - Justin Stenhanie Blair Tom Westhoff Field Technician Reviewed By ~1Itech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hooeo@hpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Monday Attn: Steve Virotsek Date: 4-21-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-03 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15t Filing, 74 Willow Road, Vail, Colorado _ Weather: Clear, light breeze, dry Temperature: 50° at 4:00 pm Earthwork Contractor: WSU Equipment Used: Back hoe with tamper plate, track hoe Description of Earthwork Water line backfill continued on Willow Road. Compaction test was acceptable. Tested: Verbal Communication: Paul Burbage with R.A. Nelson was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" Max . Rock Size: 10" Moisture Conditioning: natura l Compactor(s) Used: Tamper plate Number of Passes: 6-8 Nuclear Ga _ u a Moisture/Density Test Resu lts Test Location Depth or Field Dry it D Field Moisture Percent Min. % Com Proctor No. Water Line Backfill Willows Rd Elev. y PCF ens Content Comp. p- " Lab No. . 1 300'E of Vail Rd on water line 3' below subarade 128.1 6.8 98 95 T367-7 Lab No, Method ; Description Max Dry j Opt Dens Moist 367-7 ASTM D 698 Silt clayey sand with ravel 131.0 8.4 THIS REPORT' PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT. WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D3017. Copies: RA Nelson -Justin Stephanie Blair Tom Westhoff /oay Field Technician Reviewed By 1-4 G4 'ortech County Road 154 5020 Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH - PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Triumph Development, LLC Job No.: 1060905 Day: Tuesday Attn: Steve Virotsek Date: 4/22/08 8120 Woodmont Avenue, Suite 800 Report No: 08-04 Sheet: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1't Filing, 74 Willow Road, Vail, Colorado Weather Temperature: Contractor's Retaining wall footing excavation had been completed on the south Construction Activities: side of the building, above the building excavation shoring wall. HP Geotech's Site We observed the footing excavation to confirm soil bearing Activities: conditions. The excavation was cut in one level, 5 to 7 feet below the adjacent grade at the up hill side of the excavation. The soil exposed at footing grade was natural medium dense silty and clayey sand with gravel and cobbles. No free water was observed in the excavation and the soil was moist. Verbal Communication: Justin with RA Nelson was informed that the soils observed in the excavation were consistent with our subsoil study and suitable for foundation support, cc: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed by r 5020 County Road 154 H I Glenwood Springs, Colorado 81601 970-945-7988 (Gott tech Phone: 454 945 -946-854 Fax: 970 HEPWORTH-PAWLAK GEOTECHNICAL hp_g_eo@hpgeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Wednesday Attn: Steve Virotsek Date: 4-23-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-05 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather: Clear, light breeze, dry Temperature: 50° at 4:00 pm Earthwork Contractor: WSU Equipment Used: Back hoe with tamper plate, track hoe Description of Earthwork WSU continued water line backfill on Willow Rd. Density test in the backfill Tested: was acceptable. Verbal Communication: Paul Burbage with RA Nelson was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Moisture Lift Thickness: 12" Max. Rock Size: 10" natural Conditioning: Compactor(s) Used: Tamper plate Number of Passes: 6-8 Nuclear Gauge Moist ure/Density Test Resu lts Test Location Depth or Field Dry D it D it Field Moisture Percent Min. % Com Proctor No. Willow Rd Elev. ens y ens PCF Content Comp. Regp. Lab No. . 1 25' N of the T 2' below sub grade 133.1 7.5 100+ 95 367-7 Proctor Sample Reference_ : Lab No Method Description Max Dry Opt Dens Moist 367-7 ASTM D 698 Silt clayey sand with ravel 131.0 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON [HE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED RT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS . COMPACTIVE EFFO THE NUCLEAR DENSOMETER METHOD OF TESTING 11,4AS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM 02922 AND D3017. Copies: RA Nelson -Justin Stephanie Blair Tom Westhoff /cay Field Technician Reviewed By G~ Ptech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hmeoahmeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Thursday Attn: Steve Virotsek Date: 4-24-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-06 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather: Clear, light breeze, dry Temperature: 52° at 5:00 pm Earthwork Contractor: WSU Equipment Used: Back hoe with tamper plate, track hoe Description of Earthwork WSU continued water line backfill on Willow Road. Density test in backfill was Tested: acceptable. Verbal Communication: Paul Burbage with RA Nelson was informed of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" Max. Rock Size: 10" Moisture natura Conditioning: l Compactor(s) Used: Tamper plate Number of Passes: 6-8 Nuclear Gau a Moisture/Density Test Resu lts Test Location Depth or Field Dry D Field Moisture Percent Min. % COm Proctor No. Willow Rd. Elev. PCF y Content Comp. p. Lab No. 1 30'E of the T 4' below subgrade 130.1 6.9 100+ 95 367-7 prnrtnr -qamnip PP_fPYP-nrp' Lab No. Method Description Max Dry Dens Opt Moist 367-7 ASTM D 698 Silt clayey sand with ravel 131.0 _ 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. 7 HE. NUCLEAR DENSOMETER ME THOU OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D301.7 Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Jcay Field Technician Reviewed By Gtech o 1 HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo ,hp4eotech.Com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Thursday Attn: Steve Virotsek Date: 4-17-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-01 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Weather. Cloudy, calm, dry Temperature: 36° at 4:00 pm Earthwork Contractor: WSU Equipment Used: back hoe with tamper plate, track hoe, tandem trucks, skidsteer loader, loader Description of Earthwork WSU was placing water line and backfiliing trench along Willow Rd. Density Tested: test on backfill was acceptable. Verbal Communication: We informed Paul Burbage of our test results. Paul informed us RA Nelson will be placing storm sewer above the water line after the water line is placed. He requested us to test backfill once a day. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12-16" Max, Rock Size: 8„ Moisture natural Conditioning: Compactor(s) Used: tamper plate on back hoe Number of Passes: 4-8 Nuclear Gau a Moisture/Density Test Results Location Field Dry Field Min. % Test Depth or Moisture Percent Proctor No. Willow Road Elev. DPCF y Co tent Comp. CRoemgp' Lab No. 1 75'E of Vail Road, Water Line 4' Below 129.9 10.4 99 95 367-7 Trench Subgrade Dr ..i..r Cn r~te~ Dnfn rn ni+n• Lab No. Method Description Max Dry opt Dens _ Moist 367-7 ASTM D 698 Silty clayey sand with gravel 131.0 8.4 I HIS REPOR"r PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT. WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. Ti IF NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D3017. Copies: RA Nelson -Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By '.ma(==: ltech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 YhpoeoCu)hoaeotech.com Earthwork Compaction Testing Report Client: Triumph Development, LLC Job No.: 1060905 Day: Friday Attn: Steve Virotsek Date: 4-18-08 8120 Woodmont Avenue, Suite 800 Report No.: 08-02 Page: 1 of 1 Bethesda, Maryland 20814 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Weather: Partly cloudy, calm, dry Temperature: 450 at 12:30 pm Earthwork Contractor: WSU Equipment Used: back hoe with tamper plate, track hoe, tandem trucks, skidsteer loader, loader Description of Earthwork WSU continued placing and backfilling water line along Willow Rd. Backfill Tested: compaction test was acceptable. Verbal Communication: We informed Paul Burbage of R.A. Nelson of our test results. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12-16" Max. Rock Size: 811 Moisture natura Conditioning: l Compactor(s) Used: tamper plate on back hoe Number of Passes: 4-8 Nuclear Gau a Moist ure/Density Test Resu lts Test Location Depth or Field Dry Field Moisture Percent Min. % Proctor No. Water Line Backfill Willow Rd Elev. PCF Density Content Comp. Req. Comp. Lab No. . % 1 145'E of Vail Rd. 2' below grade 125.8 10.3 96 95 367-7 0-+- 42-1n Rafernr~nn• Lab No. Method Description Max Dry G Opt Dens I Moist 367-7 ASTM D 698 Silt clayey sand with gravel 131.0 1 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATION SOF FILL PLACEMENT- VVE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COM+PACT!VE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM 02922 AND D3017. Copies: RA Nelson - Justin Stephanie Blair Tom Westhoff Field Technician Reviewed By G(5c'r)tech- HEPWORTH -P AWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, ##800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 1-5-08 Sheet: 1 of 2 Project: Willows Lodge, Lot 8, Block 6, Vail Village I" Filing, 74 Willow Road, Vail, Colorado Placement Location: Slab-on-deck, 2"d Level North Half Supplier: Lafarge Time Batched: 6:04 AM Cubic Yds. 9% at 9'/2 of 85% Truck No: 0140 Time Arrived: 7:00 AM Ticket No: 11249 Time Placed: 7:20 AM Mix Design: RMXUAH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 7:28 AM Slump: 6.5 in. Specifications Air Temp: 34° Air Content: 3.0% Slump: 7" max Concrete Temp: 68° Wet Unit Wt: 142.9 Pcf Air Content: 3 to 6% Water Added: 10 gallons added by contractor Time Cylinders Cast: 7:41 AM Initial Cure: 24 hrs onsite Field Storage: Heated building Date Stripped: 1-7-08 Cyl Temp @ Pick Up: 68° Min/Max: 60°/70° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 9 1-14 50,800 4.02 12.69 4000 9 1-14 50,800 4.02 12.69 4000 28 2-02 68,800 4.02 12.69 5360 28 2-02 69,800 4.02 12.69 5500 Specified Strength: 4500 psi @ 28 days Comments: Supplier, Jay was informed of test results. Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Stephanie Blair Tom Westhoff LaFarge - Rick Seymour Field Technician Reviewed By I-4 G4 of*tech G5020 len County Road 954 Glenwood Springs, CO 89609 Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 1-5-08 Sheet: 2 of 2 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1st Filing, 74 Willow Road, Vail, Colorado Placement Location: Slab-on-deck, 2"d Level North Half Supplier: f y Lafarge ~MTime Batched: 7:00 AM „ Cubic Yds: 9'/z at 57 of 84 Truck No: 0119 Time Arrived: 8:00 AM Ticket No: 11252 Time Placed: 9:00 AM Mix Design: RMXUAH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 9:04 AM Slump: 6 in. Specifications Air Temp: 30° Air Content: 4.0% Slump: 7" max Concrete Temp: 65° Wet Unit Wt: 140.7 Pcf Air Content: 3 to 6% Water Added: 20 gallons Time Cylinders Cast: 9:18 AM Initial Cure: 24 hrs onsite Field Storage: Heated building Date Stripped: 1-7-08 Cyl Temp @ Pick Up: 68° Min/Max: 60°/70° Compressive Strength Age Days Date Load lbs. Diameter in. Area in' Compressive Strength psi Remarks 9 1-14 53,000 4.02 12.69 4180 9 1-14 51,800 4.02 12.69 4080 28 2-02 68,800 4.02 12.69 5420 28 2-02 73,800 4.02 12.69 5820 Specified Strength: 4500 psi @ 28 days Comments: Supplier, Jay was informed of test results. Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Stephanie Blair Tom Westhoff Lafarge - Rick Seymour Field Technician Reviewed By H 5020 County Road 154 Glenwood Glenwood Springs, CO 81601 G4 oT Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve i/irostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 1-15-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1" Filing, 74 Willow Road, Vail, Colorado Placement Location: Stair Core #4 Level 3 Supplier: Lafarge Time Batched: 1:46 PM Cubic Yds: 6 at 6 of 12 Truck No: 9966 Time Arrived: 2:30 PM Ticket No: 12161 Time Placed: 2:33 PM Mix Design: RMXUV40GD97 Method of Placement: Pump Sample Point: truck discharge Time Sampled: 2:35 PM Air Temp: 20° Concrete Temp: 660 Water Added: 0 Slump: 5 in. Specifications Air Content: 4.0% Slump: 5" max Wet Unit Wt: 141.2 Pcf Air Content: 3 to 6% Time Cylinders Cast: 2:48 PM Initial Cure: 24 hrs onsite Field Storage: Heated insulated box in building Date Stripped: 1-16-08 Cyl Temp @ Pick Up: 70° Min/Max: 67°/80° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 1-22 47,400 4.02 12.69 3740 7 1-22 49,400 4.02 12.69 3890 28 2-12 69,000 4.01 12.63 5460 28 2-12 69,400 4.01 12.63 5490 Specified Strength: 4000 psi Ca? 28 days Comments: Copies: Alpine Engineering -Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Stephanie Blair Tom Westhoff LaFarge -Rick Seymour Field Technician Reviewed By G "Ptech HEPWORTH - PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 1-23-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Placement Location: Wall Supplier: Lafarge Time Batched: 10:50 AM Cubic Yds: 9'/4 at 9'/4 of 18'/2 Truck No: 4780558 Time Arrived: Ticket No: 85807398 Time Placed: Mix Design: RMXUV40GD97, non-chloride accelerator Method of Placement: Pump Sample Point: truck discharge Time Sampled: Slump: 4 in. Specifications Air Temp: - ° Air Content: 3.2% Slump: 5" max Concrete Temp: 60° Wet Unit Wt: 140.9 Pcf Air Content: 3 to 6% Water Added: Time Cylinders Cast: Initial Cure: 24 hrs onsite Field Storage: Date Stripped: 1-24.08 Cyl Temp @ Pick Up: ° Min/Max: Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 1-30 56,200 4.02 12.69 4430 7 1-30 58,800 4.02 12.69 4630 28 2-20 78,200 4.02 12.69 6160 28 2-20 81,200 4.01 12.63 6430 Specified Strength: 4000 psi @ 28 days Comments: Contractor and supplier were notified of field test results. Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Stephanie Blair Sharon Shanks Lafarge -Rick Seymour Field Technician Reviewed By kac 5020 County Road 154 Glenwood Springs, CO 81601 Go oTtectp-%, Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Job No. 1060905 Attn: Steve Virostek Date Cast: 2-6-08 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village I" Filing, 74 Willow Road, Vail, Colorado Placement Location: 3rd Floor, Slab-on-Deck, Northwest Corner Supplier: Lafarge Time Batched: 10:04am Cubic Yds. 9'/4 at 38 of 47 Truck No: 0046 Time Arrived: 11:19am Ticket No: 11743 Time Placed: 12:50am Mix Design: RMXUH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 12:55pm Air Temp: 12° Concrete Temp: 64° Water Added: 20 gallons Slump: 5 in. Specifications Air Content: 3.0% Slump: 7 in. max Wet Unit Wt: 141.7 Pcf Air Content: 3-6% Time Cylinders Cast: 1:08pm Initial Cure: 24 hrs onsite Field Storage: heated building Date Stripped: 2-7-08 Cyl Temp @ Pick Up: 65° Min/Max: 65°170° ~I Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 2-13 56,600 4.01 12.63 4480 7 2-13 57,600 4.00 12.57 4580 28 3-5 71,000 4.00 12.57 5650 28 3-5 71,600 4.00 12.57 5670 Specified Strength: 4500 psi @ 28 days Comments: Copies: Alpine Engineering -Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter LaFarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kae HP G4 tec h HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 3-7-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 151 Filing, 74 Willow Road, Vail, Colorado Placement Location: 4th Floor, Slab-on-Deck Supplier: Lafarge Time Batched: _ 7:14am - Cubic Yds: 10 at 10 of 47 Truck No: 0780 Time Arrived: 8:30am Ticket No: 70602 Time Placed: 8:50am Mix Design: RMXUH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 8:53am Slump: 5 in. Specifications_ Air Temp: 28° Air Content: 3.0% Slump: 7 in max. Concrete Temp: 60° Wet Unit Wt: 141.3 Pcf Air Content: 3-6% Water Added: 20 gallons Time Cylinders Cast: 9:04am Initial Cure: 24 hrs onsite Field Storage: heated building Date Stripped: 3-10-08 Cyl Temp @ Pick Up: ° Min/Max: Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 3-14 52,600 4.01 12.63 4160 7 3-14 50,400 4.01 12.63 3990 28 4-4 72,800 4.01 123.63 5760 28 4-4 73,000 4.01 12.63 5780 Specified Strength: 4500 psi @ 28 days Notes: Mix Design 4500 psi. Copies: Alpine Engineering -Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kac Go oT tech 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945.8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 4-23-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village V Filing, 74 Willow Road, Vail, Colorado Placement Location: Footing for Retaining Wall, South Side of Building Supplier: Lafarge Time Batched: 12:15pm Cubic Yds: 61/4 at 61/4 of 121/2 Truck No: 9906 Time Arrived: 12:57pm Ticket No: 5132 Time Placed: 1:10pm Mix Design: RMXUV40GD9V Method of Placement: bucket Sample Point: truck discharge Time Sampled: 1:15pm Slump: 41/41n. Specifications Air Temp: 50° Air Content: 3.0% Slump: 5 in Concrete Temp: 68° Wet Unit Wt: Pcf Air Content: 2-6% Water Added: 0 Time Cylinders Cast: 1:27pm Initial Cure: 24 hrs onsite Field Storage: insulated box Date Stripped: 4-24-08 Cyl Temp @ Pick Up: ° Min/Max: Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 4-30 43,400 4.01 12.63 3440 7 4-30 42,800 4.01 12.63 3390 28 5-21 57,600 4.01 12.63 4560 28 5.21 57,800 4.01 12.63 4580 Specified Strength: 4000 psi @ 28 days Notes: Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kar 5020 County Road 154 Aech Glenwood Springs, 81601 G< c'P Phone: 970-945-7988 8 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Job No. 1060905 Attn: Steve Virostek Date Cast: 5-28-08 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1" Filing, 74 Willow Road, Vail, Colorado Placement Location: Valley Pan Supplier: Lafarge Truck No: 6699 Ticket No: Mix Design: Method of Placement: truck Cubic Yds: 9'/4 at 9'/4 of 9'/4 Sample Point: truck discharge Time Sampled: 8:23am Slump: 4 in. Air Temp: 50° Air Content: 6.0% Concrete Temp: 70° Wet Unit Wt: Pcf Water Added: 10 gallons added by contractor Time Cylinders Cast: 8:35am Initial Cure: 3 days onsite Field Storage: insulated box nata StrinnPri- 5-31-08 Cvl Temn a Pick Un- 70° Min/Max: 65°185° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 3 5-31 34,600 4.01 12.63 2740 3 5-31 32,400 4.01 12.63 2570 7 6-4 44,400 4.01 12.63 3520 7 6-4 41,600 4.01 12.63 3290 28 6-25 56,200 4.01 12.63 4450 28 6-25 54,200 4.01 12.63 4290 Specified Strength: 4000 psi @ 28 days Notes: Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Time Batched: Time Arrived: 8:10am Time Placed: 8:20am Stephanie Blair Sharon Shanks Field Technician Reviewed By kac H 5020 County Road 154 G4 oTtech Glenwood Springs, CO 89601 Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Job No. 1060905 Attn: Steve Virostek Date Cast: 5-30-08 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Placement Location: Valley Pan Supplier: Lafarge Time Batched: 11:08am Cubic Yds: 10 at 10 of 10 Truck No: 0730 Time Arrived: 11:41 am Ticket No: 85906712 Time Placed: 11:54am Mix Design: RMXDG45GDBV Method of Placement: truck Sample Point: truck discharge Time Sampled: 12:10pm Slump: 3% in. Air Temp: 66° Air Content: 9.6% Concrete Temp: 68° Wet Unit Wt: 140.8 Pcf Water Added: 0 Time Cylinders Cast: 12:25pm Initial Cure: 2 days onsite Field Storage: water bath Data Rtrinnarl• 8.2408 Cvl Tarnn an Pick LJn, ° Min/Max: °I° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 3 6-2 43,800 4.01 12.63 3470 3 6-2 40,800 4.01 12.63 3230 7 6-6 52,000 4.01 12.63 4120 7 6-6 51,200 4.01 12.63 4050 28 6-27 74,000 4.01 12.63 5860 28 6-27 70,600 4.01 12.63 5590 Specified Strength: 4500 psi @ 28 days Notes: Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Tony Westhoff Sharon Shanks Field Technician Reviewed By kac H * 5020 County Road 154 tech G4 ~of Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CO NCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 6-04-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15f Filing, 74 Willow Road, Vail, Colorado Placement Location: Curb & Gutter ~ Supplier: Lafarge Time Batched: 11:15am Cubic Yds: 9'/4 at 9'/4 of 9'/4 Truck No: 4780558 Time Arrived: 12:20pm Ticket No: 85809609 Time Placed: 12:25pm Mix Design: RKXDG78GD8V Method of Placement. truck Sample Point: truck discharge Time Sampled: 12:30pm Slump: 3 in. Air Temp: 65° Air Content: 4.0% Concrete Temp: 67° Wet Unit Wt: Pcf Water Added: 10 gallons added by supplier Time Cylinders Cast: 12:45pm Initial Cure: 24 hrs onsite Field Storage: water bath Date Stripped: 6-5-08 C I Temp @ Pick Up: 56° Min/Max: 46°170° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 6-11 67,000 4.01 12.63 5300 7 6-11 64,400 4.01 12.63 5100 28 7-2 86,000 4.01 12.63 6810 28 7-2 88,400 4.01 12.63 7000 Specified Strength: 4500 psi @ 28 days Notes: Contractor was notified of field test results. w Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour John Steuben Sharon Shanks Field Technician Reviewed By kac I--I *tech Go of 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH-PAWLAK CEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Job No. 1060905 Attn: Steve Virostek Date Cast: 6-11-08 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1" Filing, 74 Willow Road, Vail, Colorado Placement Location: Curb & Gutter, Willows Road Supplier: Time Batched: Cubic Yds: Truck No: Time Arrived: Ticket No: Time Placed: Mix Design: Method of Placement: Sample Point: Time Sampled: Slump: in. Air Temp: Air Content: % Concrete Temp: Wet Unit Wt: Pcf Water Added: Time Cylinders Cast: initial Cure: 24 hrs onsite Field Storage: r7at,-StrinnPd- R-12418 (vi TPmn n Pick l in- ° Min/Max: Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 3 6-14 44,800 3.98 12.44 3600 3 6-14 44,200 3.98 92.44 3550 7 6-18 66,400 3.98 12.44 5340 7 6-18 62,200 3.98 12.44 5000 28 7-9 71,000 3.98 12.44 5710 28 7-9 75,600 3.98 12.44 6080 Specified Strength: 4500 psi Cd? 28 days Notes: Contractor cast two 5-gallon buckets to core samples from. Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Sharon Shanks Lafarge - Rick Seymour Field Technician Reviewed By kac tech G4 c'r) 5020 County Road 154 Glenwood Springs, 81601 Phone: 970-945-7988 8 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Job No. 1060905 Attn: Steve Virostek Date Cast: 6-13-08 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Sheet. 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Placement Location: Curb & Gutter in front of Building Supplier: B&B Time Batched: Cubic Yds: Truck No: Time Arrived: Ticket No: Time Placed: Mix Design: Method of Placement: truck Sample Point: truck discharge Time Sampled: Slump: in. Air Temp: 80° Air Content: % Concrete Temp: ° Wet Unit Wt: Pcf Water Added: 0 Time Cylinders Cast: 2:30pm Initial Cure: 24 hrs onsite Field Storage: insulated box Date Stripped: 6-14-08 Cvl Temo 5 Pick Ur): 68° Min/Max: 38°185° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 6-20 51,800 4.01 12.63 4100 7 6-20 51,400 4.01 12.63 4070 28 7-11 63,000 4.01 12.63 4990 28 7-11 66,600 4.01 12.63 5270 j Specified Strength: 4000 psi @ 28 days Notes: Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Lyndsay Beasley Sharon Shanks Field Technician Reviewed By kac H $020 County Road 154 ech Glenwood Springs, CO 81601 GO cA Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 9-08-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Placement Location: Curb & Gutter, Vail Road Supplier: Lafarge Time Batched: Cubic Yds: 91/4 at 9'/4 of 91/4 Truck No: 9965 Time Arrived: 11:45am Ticket No: 27408 Time Placed: 12:00pm Mix Design: RMXDG45GD8V Method of Placement: truck Sample Point: truck discharge Time Sampled: 12:08pm Slump: 4% in. Air Temp: 65° Air Content: 4.9% Concrete Temp: 72° Wet Unit Wt: n/a Pcf Water Added: 10 gallons added by contractor Time Cylinders Cast: 12:20pm Initial Cure: 24 hrs onsite Field Storage: Insulated box Date Stripped: 9-09-08 Cvl Temp (a)- Pick UP: 70° Min/Max: 70/80° Compressive Strength Age Days Date Load Ibs. Diameter in. Area in2 Compressive Strength psi Remarks 7 9-15 64,400 4.01 12.63 5100 7 9-15 64,800 4.01 12.63 5130 28 10-6 28 10-6 Specified Strength: 4000 psi @ 28 days Notes: Copies: Alpine Engineering -Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kec H G4 tech 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Job No. 1060905 Attn: Steve Virostek Date Cast: 1-5-08 8120 Woodmont Avenue, ##800 Bethesda, Maryland 20814 Sheet: 1 of 2 Project: Willows Lodge, Lot 8, Block 6, Vail Village I" Filing, 74 Willow Road, Vail, Colorado Placement Location: Slab-on-deck, 2nd Level North Half Supplier. Lafarge Time Batched:! 6:04 AM Cubic Yds: 9'h at 9'/2 of 85% Truck No: 0140 Time Arrived: 7:00 AM Ticket No: 11249 Time Placed: 7:20 AM Mix Design: RMXUAH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 7:28 AM Slump: 6.5 in. Specifications Air Temp: 34° Air Content: 3.0% Slump: 7" max Concrete Temp: 68° Wet Unit Wt: 142.9 Pcf Air Content: 3 to 6% Water Added: 10 gallons added by contractor Time Cylinders Cast: 7:41 AM Initial Cure: 24 hrs onsite Field Storage: Heated building Date Stripped: 1-7-08 Cyl Temp @ Pick Up: 68° Min/Max: 60°/70° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 9 1-14 50,800 4.02 12.69 4000 9 1-14 50,800 4.02 12.69 4000 28 2-02 68,800 4.02 12.69 5360 28 2-02 69,800 4.02 12.69 5500 Specified Strength: 4500 psi @ 28 days Comments: Supplier, Jay was informed of test results. Copies: Alpine Engineering - Jason Cowles KL & A, Inc., - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Stephanie Blair Tom Westhoff LaFarge - Rick Seymour Field Technician Reviewed By H G5020 lenwood Road 954 tech Glenwood Springs, 81601 GkE~~h b1 Phone: 970-945-7988 6 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 1-5-08 Sheet: 2 of 2 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Placement Location: Slab-on-deck, 2nd Level North Half Supplier: ` Lafarge TMTime Batched: 7:00 AM Cubic Yds: 9'/z at 57 of 84 Truck No: 0119 Time Arrived: 8:00 AM Ticket No: 11252 Time Placed: 9:00 AM Mix Design: RMXUAH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 9:04 AM Slump: 6 in. Specifications Air Temp: 30° Air Content: 4.0% Slump: 7" max Concrete Temp: 65° Wet Unit Wt: 140.7 Pcf Air Content: 3 to 6% Water Added: 20 gallons Time Cylinders Cast: 9:18 AM Initial Cure: 24 hrs onsite Field Storage: Heated building Date Stripped: 1-7-08 Cyl Temp @ Pick Up: 68° Min/Max: 60°/70° Compressive Strength Age Days Date Load lbs. Diameter in. Area in' Compressive Strength psi Remarks 9 1-14 53,000 4.02 12.69 4180 9 1-14 51,800 4.02 12.69 4080 28 2-02 68,800 4.02 12.69 5420 28 2-02 73,800 4.02 12.69 5820 Specified Strength: 4500 psi @ 28 days Comments: Supplier, Jay was informed of test results. Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter LaFarge - Rick Seymour Stephanie Blair Tom Westhoff Field Technician Reviewed By H 5020 County Road 154 Go ~ Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Job No. 1060905 Attn: Steve Virostek Date Cast: 1-15-08 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15` Filing, 74 Willow Road, Vail, Colorado Placement Location: Stair Core #4 Level 3 Supplier: Lafarge Truck No: 9966 Ticket No: 12161 Mix Design: RMXUV40GD97 Method of Placement: Pump Sample Point: truck discharge Time Sampled. 2:35 PM Air Temp: 20° Concrete Temp: 66° Water Added: 0 Time Batched: 1:46 PM Cubic Yds: 6 at 6 of 12 Time Arrived: 2:30 PM Time Placed: 2:33 PM Slump: 5 in. Specifications Air Content: 4.0% Slump: 5" max Wet Unit Wt: 141.2 Pcf Air Content. 3 to 6% Time Cylinders Cast: 2:48 PM Initial Cure: 24 hrs onsite Field Storage: Heated insulated box in building Date Stripped: 1-16-08 Cyl Temp @ Pick Up: 70° Min/Max: 67°/80° Compressive Strength II Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 1-22 47,400 4.02 12.69 3740 7 1-22 49,400 4.02 12.69 3890 28 2-12 69,000 4.01 12.63 5460 28 2-12 69,400 4.01 12.63 5490 Specified Strength: 4000 psi @ 28 days Comments: _ Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Tom Westhoff Field Technician Reviewed By Go( tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 1-23-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1' Filing, 74 Willow Road, Vail, Colorado Placement Location: Wall Supplier: Lafarge Time Batched: 10:50 AM Cubic Yds: 9% at 9'/< of 18'/2 Truck No: 4780558 Time Arrived: Ticket No: 85807398 Time Placed: Mix Design: RMXUV40GD97, non-chloride accelerator Method of Placement: Pump Sample Point: truck discharge Time Sampled: Slump: 4 in. Specifications Air Temp: - ° Air Content: 3.2% Slump: 5" max Concrete Temp: 60° Wet Unit Wt: 140.9 Pcf Air Content: 3 to 6% Water Added: Time Cylinders Cast: Initial Cure: 24 hrs onsite Field Storage: Date Stripped: 1-24-08 Cyl Temp @ Pick Up: ° Min/Max: Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 1-30 56,200 4.02 12.69 4430 7 1-30 58,800 4.02 12.69 4630 28 2-20 78,200 4.02 12.69 6160 28 2-20 81,200 4.01 12.63 6430 Specified Strength: 4000 psi @ 28 days Comments: Contractor and supplier were notified of field test results. Copies: Alpine Engineering -Jason Cowles KL & A, Inc. - Stephanie Plnon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kac " ci 1 HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 2-6-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Placement Location: 3`d Floor, Slab-on-Deck, Northwest Corner Supplier: Lafarge Time Batched: 10:04am Cubic Yds: 9'/4 at 38 of 47 Truck No: 0046 Time Arrived: 11:19am Ticket No: 11743 Time Placed: 12:50am Mix Design: RMXUH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 12:55pm Slump: 5 in. Specifications Air Temp: 12° Air Content: 3.0% Slump: 7 in. max Concrete Temp: 64° Wet Unit Wt: 141.7 Pcf Air Content: 3-6% Water Added: 20 gallons Time Cylinders Cast: 1:08pm Initial Cure: 24 hrs onsite Field Storage: heated building Date Stripped: 2-7-08 Cyl Temp @ Pick Up: 65° Min/Max: 65°/70° Compressive Strength j~ Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 2-13 56,600 4.01 12.63 4480 7 2-13 57,600 4.00 12.57 4580 28 3-5 71,000 4.00 12.57 5650 28 3-5 71,600 4.00 12.57 5670 Specified Strength: 4500 psi @ 28 days Comments: Copies: Alpine Engineering -Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter LaFarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kee G<5of'tech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 3-7-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1" Filing, 74 Willow Road, Vail, Colorado Placement Location: 4th Floor, Slab-on-Deck Supplier: Lafarge Time Batched: 7:14am - Cubic Yds: 10 at 10 of 47 Truck No: 0780 Time Arrived: 8:30am Ticket No: 70602 Time Placed: 8:50am Mix Design: RMXUH45GD8V Method of Placement: Pump Sample Point: truck discharge Time Sampled: 8:53am Slump: 5 in. Specifications Air Temp: 28° Air Content: 3.0% Slump: 7 in max. Concrete Temp: 60° Wet Unit Wt: 141.3 Pcf Air Content: 3-6% Water Added: 20 gallons Time Cylinders Cast. 9:04am Initial Cure: 24 hrs onsite Field Storage: heated building Date Stripped: 3-10-08 Cyl Temp @ Pick Up: ° Min/Max: Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 3-14 52,600 4.01 12.63 4160 7 3-14 50,400 4.01 12.63 3990 28 4.4 72,800 4.01 123.63 5760 28 4-4 73,000 4.01 12.63 5780 Specified Strength: 4500 psi @ 28 days Notes: Mix Design 4500 psi. Copies: Alpine Engineering -Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kac H tech 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945.8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 4-23-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 1St Filing, 74 Willow Road, Vail, Colorado Placement Location: Footing for Retaining Wall, South Side of Building Supplier: Lafarge Time Batched: 12:15pm Cubic Yds: 61/4 at 6'/< of 12'/2 Truck No: 9906 Time Arrived: 12:57pm Ticket No: 5132 Time Placed: 1:10pm Mix Design: RMXUV40GD9V Method of Placement: bucket Sample Point: truck discharge Time Sampled: 1:15pm Slump: 4'/. in. Specifications Air Temp: 50° Air Content: 3.0% Slump: 5 in Concrete Temp: 68° Wet Unit Wt: Pcf Air Content: 2-6% Water Added: 0 Time Cylinders Cast: 1:27pm Initial Cure: 24 hrs onsite Field Storage: insulated box Date Stripped: 4-24-08 Cyl Temp @ Pick Up: ° Min/Max: Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 7 4.30 43,400 4.01 12.63 3440 7 4-30 42,800 4.01 12.63 3390 28 5-21 57,600 4.01 12.63 4560 28 5-21 57,800 4.01 12.63 4580 Specified Strength: 4000 psi @ 28 days Notes: Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kac ' 5020 County Road 154 tech G<E or Glenwood Springs, 81601 Phone: 970-945-7988 8 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hp @hpgeotec otech.com CONCRETE TEST REPORT Triumph Development, LLC Attn: Steve Virostek 8120 Woodmont Avenue, #800 Bethesda, Maryland 20814 Job No. 1060905 Date Cast: 5-28-08 Sheet: 1 of 1 Project: Willows Lodge, Lot 8, Block 6, Vail Village 15t Filing, 74 Willow Road, Vail, Colorado Placement Location: Valley Pan Supplier: Lafarge Time Batched: Cubic Yds: 9'/4 at 9'/4 of 9'/4 Truck No: 6699 Time Arrived: 8:10am Ticket No: Time Placed: 8:20am Mix Design: Method of Placement: truck Sample Point: truck discharge Time Sampled: 8:23am Slump: 4 in. Air Temp: 50° Air Content: 6.0% Concrete Temp: 70° Wet Unit Wt: Pcf Water Added: 10 gallons added by contractor Time Cylinders Cast: 8:35am Initial Cure: 3 days onsite Field Storage: insulated box Date Stripped: 5-31-08 Cyl Temp @ Pick Up: 70° Min/Max: 65°/85° Compressive Strength Age Days Date Load lbs. Diameter in. Area in2 Compressive Strength psi Remarks 3 5-31 34,600 4.01 12.63 2740 3 5-31 32,400 4.01 12.63 2570 7 6-4 44,400 4.01 12.63 3520 7 6-4 41,600 4.01 12.63 3290 28, 6-25 56,200 4.01 12.63 4450 28 6-25 54,200 4.01 12.63 4290 Specified Strength: 4000 psi @ 28 days Notes: Copies: Alpine Engineering - Jason Cowles KL & A, Inc. - Stephanie Pinon R. A. Nelson and Associates - Tim Carpenter Lafarge - Rick Seymour Stephanie Blair Sharon Shanks Field Technician Reviewed By kac