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Home My WebLink About0 Watson Farm A Division of Eastern _ Materials ' - Testing Laboratory FIELD REPORT r-- JAWORSKI GEOIECH, INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Sunny, 40 Date: January 4, 2002 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: Upon this writer's arrival,Nadeau Brothers was spraying forms and tying steel. Nadeau Brothers placed 15 cubic yards of 3,000-psi Builders Concrete into the northwest corner walls in building number two. Refer to the field sketch for approximate locations. The concrete was transported by chute and erected into place. Subsequently, the concrete was mechanically vibrated and then finished by hand trowel. Blankets were placed over all of today's concrete work. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. The General Contractor was notified of these results prior to JGI's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: J. Norton Reviewed by: Date: 1/14/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Ock �G�l �N1 Eastern - - Materials -oject No.: Q V 7 f-) Date: Testing Laboratory a Division of Jaworski Geotech, Inc. �ct, e\jN VI 10, 1 7 A Division of Eastern - Materials Testing Laboratory FIELD REPORT ° ° ° 00 , JAWORSKI GEOTECH, INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Rain, 44 Date: January 11, 2002 Purpose: To observe the placement of reinforcing steel and fabricate specimens for strength testing. Contractor Activities: Prior to this writer's arrival, Nadeau Brothers Concrete erected formwork for foundation walls (high walls) at building number 2. The forms were erected on previously placed footings. Reinforcing steel appeared to be properly placed and tied in general accordance with project drawings. Builders Concrete supplied 95 cubic yards of 3,000-psi concrete and subsequently placed it by chute to pump truck supplied by Modern Concrete. The concrete was mechanically vibrated into place and hand screeded to finish. Fresh concrete was tarped for insulation and inclement weather. The concrete test cylinders were placed into an insulated on site curing box. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: A. Clark. Reviewed by:� Date: 1/21/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. .,. FIELD SKETCH roject: Eastern Mat rials Project No.: Q/74 W, Testing Date: Z Laboratory a Division ofJaworski Geo[ech, Inc. CT-15FS i &�-t C6AXEET25- H(6H kcfflg�1-5 C �2 A Division of Eastern — Materials ' Testing Laboratory FIELD REPORT ° JAWORSKI GEOTECH, INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Date: February 4, 2002 Purpose: To perform Windsor probe tests. JGI Activities: This writer, under the direction of Mike Barry of Builders Concrete East, performed two sets of three Windsor probes tests into walls at Watson Farms. The results are attached. Six single-shot Windsor Probes were utilized to test the in place strength of concrete during today's NDT activities. Testing was performed in general accordance with ASTM C 803. Please refer to the attached NDT data summary for individual test data and results. The General Contractor was notified of these results prior to JGI's departure from the site. The average strength of the concrete in the northwest corner walls was 4,450-psi. The average strength of the concrete in the high walls at building two was 3,720-psi. Prepared by: M. Brigandi Reviewed by: Date: 2/15/02 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE X NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. Eastern A Division of - Materials •y Testing Laboratory Eastern Materials Testing Laboratory, a divi ion of Jawor ki Geotech, Inc. 0000-N O0000 C ASTM C 803 - Test Method for Penetration Resistance of Hardened Concrete HR.S�NK. Windsor Test Probes Project Name Watson Farms Lab# C638-02 Project# 01768C Sampling Date 2/4/02 Sampling Technician Mark Brigandi Design Strength: 3,000 psi Sample Power Cure Moh's Exposed Strength ID Area of Test Used Days Number Method Height psi 1 Northwest corner walls Standard 30 5 Single shot 1.800 4500 2 Northwest corner walls Standard 30 5 Single shot 1.750 4150 3 Northwest corner walls Standard 30 5 Single shot 1.825 4700 4 High walls, building 2 Standard 21 5 Single shot 1.700 3775 5 High walls, building 2 Standard 21 5 Single shot 1.700 3775 6 High walls, building 2 Standard 21 5 Single shot 1.675 3600 Reviewed By: Date: F, z NVLAP# 10315-0 A Division of Eastern - Materials , Testing Laboratory FIELD REPORT o ,000.do�o��Q JAWORSKI Project: Watson Farm Client: Metro Construction GEOTECH, INC. South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Cloudy, 37 degrees Date: February 7, 2002 Purpose: To perform field density testing. Contractor Activities: Prior to this writer's arrival, DCI placed a 12-inch lift of on site structural fill (JGI # C 1474-01) in the courtyard area of building one. A compactive effort was applied using a 10-ton vibratory drum roller. The soils were placed at elevation 196. JGI Activities: This writer observed the activities described above. The project superintendent was notified of the results. Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: S. McNamara Reviewed by: V 9 Date: 2/13/02 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. i � Eastern Division of) , Materials Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI cmonal.INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01769C Weather: Cloudy, 37 Date: 2/7/2002 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) (%) Compaction Compacti n 1 Building area,courtyard 196' C1474-01 137.2 6.0 135.0 8.4 9$;4 95 area,north 2 Building area,courtyard 196' C1474-01 137.2 6.0 133.8 11.0 9?, 95 area,east 3 Building area,courtyard 196' C1474-01 137.2 6.0 133.7 5.0 97-.4 95 area,south : 4 Building area,courtyard 196' C1474-01 137.2 6.0 134.5 8.5 98.0 95 area,west MATERIAL DESCRIPTION: C 1474-01: Red-Brown C-F Sand and Gravel,trace Silt NOTE: FIELD SKETCH ."roj ect: A oP-4 FAra—Me, �� oa CO o9 0�0a oo a�d��O OO�00 Project ti -7 b')- Date: JAWORSKi GEOTECH, INC. B o l t,D 1?.,A G-, / O t4 0 n-�la W 4 cL i A Division of Eastern - Materials Testing FIELD REPORT � Laboratory o °°°�-do��0o JAWORSKi Project: Watson Farm Client: Metro Construction GEOTECH, INC. South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Sunny, 40's Date: February 8, 2002 Purpose: To review concrete construction, observe the placement of reinforcing steel and fabricate specimens for strength testing. Contractor Activities: Nadeau Brothers Construction placed high wall footing forms and low wall forms along the north wing of building three. The footing forms were placed on previously compacted Red- brown C-F Sand and C-F Gravel, trace Silt, which appeared to be firm and adequate for concrete placement. The formwork appeared to be geometrically correct and adequately braced. Nadeau placed 306 cubic yards of 3,000-psi Builders Concrete by chute in the above- described locations. The concrete was manually placed and hand troweled to finish. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. The General Contractor was notified of these results prior to JGI's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: M. Maciag Reviewed by: i M Date: 2/13/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH P_qject: ?/i/4 0� Eastern _ Testing Materials Project No.: �/ 7��c� Date: Z tl o � � Laboratory a Division of Jaworskl Geolech, Inc. 01, 7- I I�R• A Division of Eastern - Materials Testing Laboratory FIELD REPORT JAWORSKI GEOTECH, INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Sunny, 40's Date: February 8, 2002 Purpose: To review concrete construction, observe the placement of reinforcing steel and fabricate specimens for strength testing. Contractor Activities: Nadeau Brothers Construction placed high wall footing forms and low wall forms along the north wing of building three. The footing forms were placed on previously compacted Red- brown C-F Sand and C-F Gravel, trace Silt, which appeared to be firm and adequate for concrete placement. The formwork appeared to be geometrically correct and adequately braced. Nadeau placed 30.6 cubic yards of 3,000-psi Builders Concrete by chute in the above- described locations. The concrete was manually placed and hand troweled to finish. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. The General Contractor was notified of these results prior to JGI's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: M. Maciaa Reviewed by: Date: 2/13/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Fqjt: �/I/4 0� East rn Materials Project No.: l TestingJ G/ 7`��=- Dat : Z to > Laboratory a Division ojJaworski Geotech, Inc. Ilk 00, A Division of Eastern - Materials - Testing _ Laboratory FIELD REPORT JAWORSI GEOTECH, INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Sunny, 30 Date: February 13, 2002 Purpose: To review concrete construction, observe the placement of reinforcing steel and fabricate specimens for strength testing. Contractor Activities: Nadeau Brothers Concrete was observed to have previously prepared an area of formwork for building number 3 at the southeast high walls. Form geometry appeared to be correct. The forms appeared to have sufficient shoring. Nadeau Brothers was observed to have placed 50 cubic yards of 3,000-psi Builders concrete in the above described prepared area of high wall formwork. The concrete was transported via mixer truck chute,which was manually consolidated during placement and hand troweled to finish. The formwork was covered with thermal blankets to protect from cold weather elements. JGI Activities: The above-described contractor's activities were observed and monitored for general conformity to project plans and specifications. Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. A Division of Eastern = - - Materials Testing Laboratory FIELD REPORT JAWORSKI GEOTECH, INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Sunny, 30 Date: February 13, 2002 JGI Activities: (continued) The Client and General Contractor were notified of these results prior to JGI's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: B. Fulco Reviewed by: Date: 2/18/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: w 5v lv Afp^ Eastern Materials ProjectE No.: a I�b�u Date: a. 13 0) Testing Laboratory a Division ofJaworski Geotech, Inc. N s N•fi Jp se#'L Uvel.E%* Njyl,wAll �itr o�(e+►(l�f+y1q��r�14�t1S�hJ A Division of Eastern - Materials 'T Testing Laboratory FIELD REPORT JAWORSKI GEOTECH, INC. Project: Watson Farm Client: Metro Construction South Windsor,CT Contractor: Metro Construction Project No.: 01768C Weather: Sunny, 40's Date: February 18, 2002 Purpose: To review concrete construction, observe the placement of reinforcing steel, and fabricate specimens for strength testing. Contractor Activities: Prior to this writer's arrival Nadeau Brothers placed wall forms and reinforcing steel in general accordance with project drawing-page R-02. Subsequently, 40-cubic yards of 3000- psi concrete was delivered by Builders Concrete, placed by chute and hand troweled into place. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed ,�— to be placed in general accordance with project Drawing Number R-02. One concrete compressive strength test set was fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: S. Akehurst Reviewed by:2W_ Date: 2/22/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of �- Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH )iect: Q East rn Materials Project No.: _Q`��L Date: zkk�\01 Testing rLaboratory a Division Of Jaworski Georech, Inc. CO ACYtC- Pt4 C,� A Division of Eastern - Materials Testing Laboratory FIELD REPORT JAWORSKI GEOTECK INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.`: 01768C Weather: Sunny, 60's Date: February 26, 2002 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Nadeau Brothers formed walls on the west side of building 1. The forms were oiled, free of debris and adequately shored. Nadeau Brothers placed 16 cubic yards of Builders 3,000-psi concrete in the mentioned location. The concrete was manually externally consolidated in place and hand troweled to finish. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: D. Ramos Reviewed by: �W Date: 3/1/02 TEST RESULTS DO , DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH oject: wKJ5� � mS East rn Materials �6 �� Testing Project No.: Q/ Date: Z z6 v Z Laboratory a Division ojJmvorski Geolech, Inc. C,Qee- IV I cr1 ov P � P Roo-re 30 WI A Division of Eastern - Materials r Testing o Laboratory FIELD REPORT JAWORSKI GEOTECH, INC. Project: Watson Farm Client: Metro Construction South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: Sunny, 40's Date: March 1, 2002 Purpose: To review concrete construction, observe the placement of reinforcing steel and fabricate specimens for strength testing. Contractor Activities: Upon this writer's arrival, it was observed that the subcontractor, Nadeau Brothers had placed wall forms with reinforcing steel in general accordance with project drawing R-02. Subsequently, 10 cubic yards of 3,000-psi concrete was delivered by Builders Concrete, placed by chute and hand troweled into place. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: S. Akehurst Reviewed by: UF Date:3/8/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. s FIELD SKETCH FPoject: c� q�r,r� East rn _ Materials Project No.: p\'� �L Date: 3\�\�Z Testing � Laboratory a Division of Jaworski Geo[ech, lnc, �— WM n A Division of Eastern - Materials Testing Laboratory FIELD REPORT a OOD�o��O Ov JAWORSKI Project: Watson Farm Client: Metro Construction GEOTECH, INC. South Windsor, CT Contractor: Metro Construction Project No.: 01768C Weather: sunny, 70 degrees Date: April 3, 2002 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: Nadeau Brothers Concrete Construction placed 58 cubic yards of 3,000-psi concrete for the Building 4 high wall on the south side and the Building 4 low wall on the north side. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Note: Heavy rain began at end of concrete placement with no covering over walls. Prepared by: J. Switzer Reviewed by: Date: 4/17/02 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH f;roject: Project No. : Date: -o Z GEOTECH,INC. I �� I � t��L��1111�►J� I � i I I Nt& WAtL- Sou-T �� Lk