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steel report \7 REINFORCING STEEL OBSERVATIONS REPORT AlrerraCan COMPANY Report Number: JB 181211.0001 fD Service Date: 11/29/18 594 Broadway Report Date: 12/03/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB181211 N SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS-S101, S203, (3)S203 LOCATION-Foundation footing from C2 to A3, counterclockwise. N REQUIRED BAR SIZE N REQUIRED GRADE STEEL El REQUIRED BAR SPACING N REQUIRED BAR CLEARANCE N REQUIRED SPLICES ®.CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS N FINDINGS REPORTED TO-E &S Concrete, Inc. • The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 1 of 2 REINFORCING STEEL OBSERVATIONS REPORT IQUP tug Alretramn COMPANY •Report Number: 43181211.0001 Service Date: 11/29/18 594 Broadway Report Date: 12/03/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn:Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB181211 • Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: Abdulaziz Abdalla Reported To: Concrete Foreman Contractor: E&S Concrete,Inc. Report Distribution: (1)Apex Capital LLC,Spencer Montgomery Reviewed By: J.Robichaud,P.13. Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use c,the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cr000l,10-16-13,Rev.10 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT "' � "2 Report Number: JB181211.0002 1111al(erraron COMPANY • Service Date: 11/29/18 594 Broadway Report Date: 12/06/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB181211 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 11/29/18 Sample Time: 1500 Sampled By: Abdulaziz Abdalla Mix ID: 40000 Weather Conditions: 41 and cloudy Supplier: Jointa Galusha,L.L.0 Accumulative Yards: 8 Batch Size(cy): 8 Batch Time: 1430 Plant: 1 Placement Method: Direct Discharge Truck No.: 4584 Ticket No.: 829.672 Water Added Before(gal): 30 Field Test Data Water Added After(gal): 0 Sample Location: Truck chute Test Result Specification Placement Location: Foundation footing from C2-A3, Slump(in): 5 counterclockwise Air Content(%): 6.0 Concrete Temp.(F): 60 Ambient Temp.(F): 41 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load -Strength Fracture Tested No. } ID (in) (sq in) Received (Ibs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 11/30/18 8.40 12/06/18 7 49,160 3,910 3 ADB 1 B 4.00 12.57 11/30/18 8.45 12/27/18 28 1 C 4.00 12.57 11/30/18 8.45 12/27/18 28 1 D 4.00 12.57 11/30/18 8.45 12/27/18 28 1 E • 11/30/18 8.40 Hold 1 F 11/30/18 8.45 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By:Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: Abdulaziz Abdalla Reported To: Concrete Foreman Contractor: Ellsworth (LA 44 Report Distribution: . (I)Apex Capital LLC,Spencer Montgomery Reviewed By: J.Robi aud,P.E: Department Manager Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. • CR0001,11-16-12,Rev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT '� ��ii���t;�oMP . Report Number: JB181211.0002 D ANY Service Date: 11/29/18 594 Broadway Report Date: 12/28/18 Revision 1 -28-day results Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB181211 _ Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 11/29/18 Sample Time: 1500 Sampled By: Abdulaziz Abdalla Mix ID: 40000 Weather Conditions: 41 and cloudy Supplier: Jointa Galusha,L.L.0 Accumulative Yards: 8 Batch Size(cy): 8 Batch Time: 1430 Plant: 1 Placement Method: Direct Discharge Truck No.: 4584 Ticket No.: 829672 Water Added Before(gal): 30 Field Test Data Water Added After(gal): 0 Sample Location: Truck chute Test Result Specification Placement Location: Foundation footing from C2-A3, Slump(in): 5 counterclockwise ' Air Content(%): 6.0 - Concrete Temp.(F): 60 Ambient Temp.(F): 41 Plastic Unit Wt.(pcf): - Yield(Cu.Yds.): • Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area .Date Weight Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received (lbs) Tested (days) (Ibs) (psi) Type By 1 A 4.00 12.57 11/30/18 8.40 12/06/18 7 49,160 3,910 3 ADB 1 B 4.00 12.57 11/30/18 8.45 12/27/18 28 61,220 4,870 3 ADB 1 C 4.00 12.57 11/30/18 8.45 12/27/18 28 60,920 4,850 2 ADB 1 D 4.00 12.57 11/30/18 8.45 12/27/18 28 60,830 4,840 2 ADB Average(28 days) 4,850 1 E 11/30/18 8.40 Hold 1 F 11/30/18 8.45 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By:Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: Abdulaziz Abdalla Reported To: Concrete Foreman Contractor: Ellsworth Report Distribution: , ,Q � (1)Apex Capital LLC,Spencer Montgomery Reviewed By: ' J.Robichaud,P.E. Department Manager 12/28/1B Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 CR0001.11-16-12,Rev.6 CONCRETE SAMPLE PICK-UP REPORT Squa e-Werra=COMPANY Report Number: JB181211.0003 Service Date: 11/30/18 594 Broadway Report Date: 12/03/18 Watervliet,NY 12189-3709 _ • • 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 • Queensbury,NY 12804 Project Number: JB181211 Sample Type: 4x8 Date Cast: 11-29-18 1 set of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. • • Services: - Dente Group-A Terracon Co.Rep.: Michael File Reported To: Concrete Foreman Contractor: Ellsworth Excavating Report Distribution: (1)Apex Capital LLC,Spencer Montgomery Reviewed By: Iv J.Robichaud,P.E. Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006.10-16-13,Rev.9 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT nlrerramn COMPANY Report Numtber: JB181211.0004 Service Date: 12/03/18 594 Broadway Report Date: 12/04/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn:Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB181211 ❑ SPREAD FOUNDATION ❑ GRADE BEAM ® FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS-S101, S203(3)Typical wall detail LOCATION-All of perimeter foundation wall on extended building. From C2-A3, counterclockwise ® REQUIRED BAR SIZE © REQUIRED GRADE STEEL • REQUIRED BAR SPACING • ►� REQUIRED BAR CLEARANCE • REQUIRED SPLICES ® CONFORMS TO DRAWING ❑ DOES NOT CONFORM • ❑ REMARKS ® FINDINGS REPORTED TO-Brad with E&S Concrete, Inc. The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials: Cr0001,10-16-13,Rev.10 Page 1 of 2 REINFORCING STEEL OBSERVATIONS REPORT '3`�glOP D����A 1r erracon COMPANY Report Number: JB181211.0004 Service Date: 12/03/18 594 Broadway Report Date: 12/04/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn:Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB181211 Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: Abdulaziz Abdalla Reported To: Concrete Foreman Contractor: Brad with E&S Concrete,Inc. Report Distribution:(1 Apex Capital LLC,Spencer ftt.ead.,44.Montgomery Reviewed By: J.Robichaud Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use or the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT SKEa allerracon COMPANY Report Number: JB181211.0005 II Service Date: 12/03/18 • 594 Broadway Report Date: 12/10/18 Watervliet,NY 12189-3709 Task: 518-266-0310 • Client '` Project ' Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn:Spencer Montgomery - 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB181211 • Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 12/03/18 Sample Time: 1530 Sampled By: Abdulaziz Abdalla Mix ID: 40000 Weather Conditions: 41 and cloudy Supplier: Jointa Galusha,L.L.C. Accumulative Yards: 8 Batch Size(cy): 8 Batch Time: 1500 Plant: 1 Placement Method: Direct Discharge Truck No.: 4905 Ticket No.: 829737 Water Added Before(gal): 0 Field Test Data Water Added After(gal): 0 Sample Location: Truck chute Test Result Specification Placement Location: All of perimeter foundation wall. Slump(in): 3 From C2-A3,counterclockwise Air Content(%): 4.0 Concrete Temp.(F): 69 Ambient Temp.(F): 41 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 12/04/18 8.75 12/10/18 7 63,870 5,080 2 ADB 1 B 4.00 12.57 12/04/18 8.70 12/31/18 28 1 C 4.00 12.57 12/04/18 8.70 12/31/18 28 - 1 " D 4.00 12.57 12/04/18 8.75 12/31/18 28 1 E 12/04/18 8.75 Hold 1 F 12/04/18 8.80 Hold Initial Cure: Inside Final Cure: Moist Room Comments: Not tested for plastic unit weight. • Samples Made By:Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: Abdulaziz Abdalla Reported To: -Concrete Foreman Contractor) Brad with E&S Concrete,Inc. Report Distribution: (I)Apex Capital LLC,Spencer Montgomery Reviewed By: J.Robichaud, . Department Manager 12/10✓18 Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Page 1 of 1 • CONCRETE SAMPLE PICK-UP REPORT •1rerraron eouvun Report Number: JB181211.0006 Service Date: 12/04/18 594 Broadway Report Date: 12/06/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn:Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB181211 Sample Type: 4x8 Date Cast: 12-03-18 1 set(s)of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity- controlled environment for compressive strength testing. • • Services: Dente Group-A Terracon Co.Rep.: M.McHenry Reported To: N/A Contractor: Ellsworth Excavating Report Distribution: (1)Apex Capital LLC,Spencer Montgomery ��)�� Reviewed By: ___64 L ,k J.Robichaud,P.E. �1 Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cr0006,10-16-13,Rev.9 Page 1 of 1 SAMPLE PICK-UP REPORT •lrerracon COMPANY Report Number: JB181211.0007 Service Date: 11/29/18 594 Broadway Report Date: 12/06/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB 181211 Services Requested By: Apex Capital LLC Material Type: Soil Material Source: On-site Location Sample Collected: The soil sample collected was transported to our office for laboratory testing. Testing Requested: s Services: Dente Group-A Terracon.Co.Rep.: Abdulaziz Abdalla Reported To: Concrete Foreman Contractor: Ellsworth Excavating Report Distribution: (I)Apex Capital LLC,Spencer Montgomery Reviewed By: ` = Q J.Robichaud,P.E. Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0015,10-16-13,Rev.9 Page 1 of 1 FIELD DENSITY TEST REPORT Report Number: JB1$1211.0008 D Mina A1rerracon COMPANY Service Date: 12/05/18 594 Broadway Report Date: 12/10/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB181211 Material Information - - Lab Test Data Project Requirements Optimum Water Max.Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref.No. Classification and Description Test Method _ (%) (pcf) (%) (%) 1 JB181211.0009A M-F-C SAND,Little F-C Gravel, ASTM D1557 12.2 115.4 Min 95.0 trace silt Field.Test Data Probe Wet Water Water Dry Percent Test Lift/ Mat. Depth Density Content Content Density Compaction No. Test Location Elev.- No. (in) (pcf) (pcf) (%) (pcf) (%) Foundation interior fill for Kitchen addition 1 South wall,west end SS--18" 1 12 127.7 11.4 9.8 116.3 100+ 2 South wall,midpoint SS-2' 1 12 126.6 10.6 9.1 116.0 100+ 3 South wall,west end SS-1' 1 12 128.0 10.2 8.7 117.8 100+ 4 South wall,midpoint SS-1' 1 12 122.8 8.0 7.0 114.8 99.5 5 South wall,west end SS-5" 1 12 128.1 11.3 9.7 116.8 " 100+ 6 East wall,midpoint SS-2' 1 12 124.0 9.9 8.7 114.1 98.9 7 South wall at doorway SS-8" 1 12 125.7 10.2 8.8 115.5 100+ 8 South wall,east end SS-9" 1 12 ' 125.3 9.1 . 7.8 116.2 100+ -"Datum: SS=Slab seat on foundation wall S/N: 24855 Make: Troxler Model: 3430 Last Cal.Date: Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Dente Group-A Terracon Co.Rep.: M.McHenry Reported To: Earthwork foreman. Contractor: Ellsworth Excavating(1)ApReportApex 4. , _ „e, f �(1)Apex Capital LLC,Spencer Montgomery Reviewed By: t'�K/�- e� J.Robichaud;PM. Department Manager 12/10/18 Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007,11-16-12,Rev.7 Page 1 of 1 PARTICLE SIZE DISTRIBUTION REPORT SJI1. . Allerracon COMPANY Report Numbe°r: -JB18'1211.0009 0 Service Date: 12/07/18 594 Broadway Report Date: 12/07/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 ;P Project Number:JB181211 Sample Information Laboratory Test Data Test Method: ASTM D6913 Sample Type: Bulk Method: NA Sample Location: On-Site Atterberg Limits: LL Air-0, LL Oven-0, PL-0, PI-0 Sample Description: M-F-C SAND, Little F-C Gravel,trace silt Sample-Preparation: Oven Dried USCS: Poorly-graded sand(SP) Sieving Method: Composite Sieving-Single Separation Sieve Percent Spec.* Pass . Size Finer (X=Fail) Particle Size Distribution 2" 0 0 0 0 O 0 C 0 ' 6 f•1 N. -Pl .-m N P, ap fD N 1-1/2" 100.0 '90 1 1 I : 11 1 1 I1'; 1 _f 1'111 I' ' I I 11 �° •I j 1 3/4" 98.7 80 1 1 _ 1 t 1I I i 1I . �!f 20 1/2" 97.0 7o I i i I —TT]__ 'r} 11 1 J 1 _ 7 1 I 30 60 ! 4 I I ILi_ I 11 ` 40 y 3/8" 96.0 LL f I 111 + Jr I I 1 I 1/4" 94.9 i 50 L. ( 1 I_ I -- I I 11 -- -- ( '5° #4 86.5 0 40 ��I -- - 60 30 I I I 1 1}_ — - 70 #10 ::: I i I! 1 1 1 f I_I I I T_ 1#40 10 IN I I _L I _ I I - I 11 1 so #100 8.4 i I I ° I: 1 I1 I I 114 L . . goo #200 4.4 100 10 1 0.1 0.01 0.001 Grain Size in Millimeters %Cobbles %Gravel-'13.5. ,. %Sand-82.1 %Fines Coarse - Fine Coarse Medium Fine 0.0 1.3 12.1 6.8 40.3 ' 35.1 4.4 * D60 0.90 D30 0.31 D1 =0.16 C� 0.7 Cu 5.6 FM= • r Comments: The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall'not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027,06-10-17,Rev.0 . Page 1.of 2 PARTICLE SIZE DISTRIBUTION REPORT o hQ0a A„erracon COMPANY Report Number: JB18`1211.0009 Service Date: 12/07/18 594 Broadway Report Date: 12/07/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB181211 Services: Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth Excavating Report Distribution: nA�J. eG�,D�f (1)Apex Capital LLC,Spencer Montgomery Reviewed By: I,, ^' lry LL:UI !!!! Robichaud P.E. • Department Manager Test Methods: ASTM D6913 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 CR0027,06-10-17,Rev.0 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT ;Fi , ,7 Report Number: .JB18'1211.0009A SUU .,>z � Service Date: 12/07/18 594 Broadway Report Date: 12/07/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB181211 • Material Information Sample Information Source of Material: On-Site Sample Date: 11/29/18 • Proposed Use: Structual Fill Sampled By: Abdulaziz Abdalla Sample Location: Stockpile Sample Description: M-F-C SAND,Little F-C Gravel,trace silt Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method A Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): Maximum Dry Unit Weight(pet): 115.4 Optimum Water Content(%): 12.2 USCS: SP Zero Air Voids CurveforAssumed Specific Gravity 2.50 117 116 „5 •••w•••••IP.r4•w•••• 114 ••I■f1■�•••���1.�\�I■••• 11411■111■11■11112:11211111 t• 112 •••••••FAMMleM�������110 ••••••Irimummalimm• 109 •••••wmmimmommum 108 •••••I•/MNIMMINMMIIlll■I\IIll■ 1c6• 10 .C_����������llCi�llt■ 104 mmumulimmiummomm 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Water Content(%) Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A / Contractor: Ellsworth Excavating Report Distribution: (1)Apex Capital LLC,Spencer Montgomery Reviewed By: _ _ J.Robichaud,P.E. • Department Manager Test Methods: ASTM D698,ASTM D4318;ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0006,10-16-13,Rev.7 Page 1 of 1 • CONCRETE SAMPLE PICK-UP REPORT El Alrerracon COMPANY Report Number:i IB181211.0010 Service Date: 12/19/18 594 Broadway Report Date: 01/08/19 Watervliet,NY 12189-3709 518-266-0310 Client Project Apex Capital LLC West Mountain Ski Lodge Kitchen Renovation SI and MT Attn: Spencer Montgomery 59 West Mountain Road 59 West Mountain Rd Queensbury,NY 12804 Queensbury,NY 12804 .Project Number: JB181211 Tech arrived onsite at 1500 for the scheduled cylinder pick-up. Contractor had already left for the day so multiple attempts were made to reach out for a location of the cylinders via Email and Phone Call. No contact was ever made and the tech was unable to locate the cylinders. • Services: • Dente Group-A Terracon Co.Rep.: Nicholas Cook Reported To: • Contractor: Ellsworth Excavating Report Distribution: (1)Apex Capital LLC,Spencer Montgomery Reviewed By: _ J.Robichaud,P.E. Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods.late/At is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC000I,10-16-13,Rev.10 Page 1 of 1