Loading...
HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2022-04-01Summary Report #44 April 4, 2022 Attn: Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Permit No.:BLD-21-006153 TESTING INSPECTION ENGINEERING GK 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York March 28, 2022 James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Performed structural masonry inspection for grout placement. See attached. The work observed was, to the best of James knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. March 30, 2022 Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Performed reinforcing steel placement inspection. See attached. Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Performed structural masonry inspection for grout placement. See attached. Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Performed steel and welding inspection. See attached. Exception: WIP BLDG B CFMF Noncompliance was brought to the attention of Jon Pope with PMA: The work observed was, to the best of Roney's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. March 31, 2022 James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (3) set(s), (15) total. See attached. James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Performed structural masonry inspection. See attached. The work observed was, to the best of James knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. TESTING INSPECTION ENGINEERING GK 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York April 1, 2022 Eric Pittman reported to John Pope with PMA at the Jobsite. Performed CFMF inspection. See attached. Eric Pittman reported to John Pope with PMA at the jobsite. Performed firestopping observation destructive testing inspection. See attached. Eric Pittman picked up (15) concrete cylinders from the jobsite. The work observed was, to the best of Eric's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Jillian Kass Staff Engineer 04-08-2022 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gabriella Kass (Gkass@fenaghengineering.com) cc:Fenagh PM – emushi@fenaghengineering.com (email) Fenagh Technical Reviewer – btie@fenaghengineering.com (email) TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: James Descoteaux Inspection Type: Masonry Grout Placement Pg. 1 of 1 March 28, 2022 Time In: 07:00 Break: 12:00-12:30 Time Out: 15:30 DFR ID: 32115 Weather: Partly Cloudy Temperature: 34°F Permit No. : BLD-21-006153 Plans Dated: 07/02/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: James Descoteaux Inspector 03-28-2022 Date Jillian Kass Staff Engineer 03-29-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Observed placement of 12" units, mix design #1-4WET Cape Cod Ready Mix, 3000 PSI at 28 days, for the 10" CMU wall, high-lift height 1 course from level 3 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 3 at gridlines West wall of gynasium B24 / J.7- N. Referenced Details: 1-4WET Grout Additional Notes: No samples taken per PMA contractors on this date. Rebar placed at (B24 / J.7 - P.1). No CMU block placement/mortar. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul Inspection Type: Reinforcing Steel Placement Pg. 1 of 1 March 30, 2022 Time In: 13:00 Time Out: 15:00 DFR ID: 32264 Weather: Partly Cloudy Temperature: 50°F Permit No. : BLD-21-006153 Plans Dated: 08/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Roney Nakhoul Inspector 03-30-2022 Date Jillian Kass Staff Engineer 04-01-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Observed placement of reinforcing steel for Level 1 Building A and Monumental stair Bldg B slab on grade at b1-b3/K-L.9, U-R/a2-a12. N.9-N.4/b4-b9, b19-b21/M.3-L.5 . Work complete. Reference detail R-01, RFI #156, S-1.13B. Reinforcing Steel and Anchor Bolts Y N Y N Rebar Installed Per Approved Details ✓General Notes And Typical Details Reviewed ✓ Rebar The Proper Size ✓Rebar The Proper Type/grade ✓ Rebar Spacing Acceptable ✓Min Clearances Achieved Around Rebar ✓ Min Lap Splice Lengths Achieved ✓Additional Required Rebar Has Been Placed ✓ TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul Inspection Type: Masonry Grout Placement Pg. 1 of 1 March 30, 2022 Time In: 11:00 Time Out: 13:00 DFR ID: 32265 Weather: Sunny Temperature: 30°F Permit No. : BLD-21-006153 Plans Dated: 07/02/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Roney Nakhoul Inspector 03-30-2022 Date Jillian Kass Staff Engineer 04-01-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Observed placement of Cape cod redimix, mix design #1-4 WET GROUT, 3000 PSI at 28 days, for the 10" CMU wall, high-lift height 31-36 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 1 at gridlines West wall of the gymnasium b24/P.1-K.8 and b27/P.9-P.1. Referenced Details: S-1.13B TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Roney Nakhoul Inspection Type: Visual inspection of welded clips, Sheet metal framing Pg. 1 of 1 March 30, 2022 Time In: 11:00 Time Out: 13:00 DFR ID: 32266 Weather: Sunny Temperature: 30°F Permit No. : BLD-21-006153 Plans Dated: 01/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Roney Nakhoul Inspector 03-30-2022 Date Jillian Kass Staff Engineer 04-01-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Roney Nakhoul reported to Nick Hull with PMA at the Jobsite. Requested by PMA to visually inspect welded masonry firewall slip connection to structural steel. Assembly is complaint with the detail provided. Observed CFMF at Bldg B, exterior sheathing and bracing install compliant. Interior side bracing and bottom screws are missing. Referenced Details: A-1.13B, S-3.04, 3.05, S-3.06 Exception(s): WIP BLDG B CFMF Non-compliance conditions were brought to the attention of Jon Pope with PMA TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: James Descoteaux Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 March 31, 2022 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 DFR ID: 32381 Weather: Mist Temperature: 45°F Permit No. : BLD-21-006153 Plans Dated: 07/30/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: James Descoteaux Inspector 03-31-2022 Date Jillian Kass Staff Engineer 04-04-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Observed placement of and performed sampling of concrete for Level 1, slab on grade at Buidling A and Monumental Stair Building B (B1-B3/K-L.9),(U-R/A2-A12),(N.9-N.4/B4-B9),(B19- B21/M.3-L.5) (mix no. 4000DNA, design strength of 4000 psi at 28 days, specified slump from 5 to 9 in., specified air content from 0% to 3%, and 121 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Discharge of Chute. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 7.5 64 42 2.3 150.1 56 N.4/B.9 5 6:24 AM 7:33 AM Silverback Concrete Construction 2380 1 2 8.25 69 48 1.9 149.9 75 R/A8 5 7:41 AM 8:40 AM Silverback Concrete Construction 3422 5 3 6.25 70 52 1.7 149,4 61 S.7/A5 5 8:52 AM 10:00 AM Silverback Concrete Construction 3423 0 15 Total Additional Notes: Rebar was previously inspected on March 30, 2022. Referenced Details: R-01, RFI #156, S-1.13B TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: James Descoteaux March 31, 2022 Permit No. : Mix Design TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: James Descoteaux Inspection Type: Masonry CMU Block Placement Pg. 1 of 1 March 31, 2022 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:00 DFR ID: 32383 Weather: Cloudy Temperature: 48°F Permit No. : BLD-21-006153 Plans Dated: 07/02/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: James Descoteaux Inspector 03-31-2022 Date Jillian Kass Staff Engineer 04-04-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Observed placement of 10" units, constructed with Amerimix Type S mortar, 4 courses, wall(s) at Level 1, gridlines West locker room wall(B24/J-J.7). Work in progress. Reference details S-1.13B. Additional Notes: 1 course laid at B24-B27/P.1 and rebar was inspected. No samples were taken per request of PMA. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Eric Pittman Inspection Type: CFMF at auditorium seating Pg. 1 of 1 April 1, 2022 Time In: 13:00 Time Out: 15:00 DFR ID: 32471 Weather: Cloudy Temperature: 55°F Permit No. : BLD-21-006153 Plans Dated: 03/01/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Eric Pittman Inspector 04-01-2022 Date Jillian Kass Staff Engineer 04-04-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Eric Pittman reported to John Pope with PMA at the Jobsite . Seating tiers 1 thru 4 are completed and decked. Work conforms to SKA-1 shop drawings (9-21-21 approval with notes) and structural plan details. Studs are 16 gauge 50 ksi or 18 gauge 33ksi. Referenced Details: Structural plans, SKA-1 approved shop drawings. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Eric Pittman Inspection Type: Firestopping observation destructive testing Pg. 1 of 1 April 1, 2022 Time In: 11:00 Break: 12:00-12:30 Time Out: 13:00 DFR ID: 32573 Weather: Cloudy Temperature: 55°F Permit No. : BLD-21-006153 Plans Dated: 04/06/2022 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Eric Pittman Inspector 04-01-2022 Date Jillian Kass Staff Engineer 04-04-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Eric Pittman reported to John Pope with PMA at the Jobsite. Exterior perimeter wall firestopping was completed on the second level of building C. At the request of John Pope this inspector destructively tested randomly selected through floor MEP penetrations per ASTM E 2174 guidelines. Penetrations were inspected on the 2nd level wing C. One penetration for each submitted assembly design was destructively inspected. For plumbing work , design CAJ 12 5091 was inspected with passing results. For electrical work, design CAJ 2647 were destructively tested with passing results. All tested locations were repaired on this same day. Over 2% of each type design installed to date have been tested. Additional Notes: At the request of John Pope, In-wall and In-chaise 2nd level wing D floor penetrations were inspected for completion. Open penetrations were found and marked on the attached plan, which was provided to PMA. Except for 1-2 mechanical rooms and elevator shaft, the C wing, per "G" project plans, has no fire-rated walls or floors. Work is ongoing and incomplete at the rated Mechanical rooms. Work is ongoing and incomplete at rooms and closets within the central corridor. Referenced Details: Submitted Hilti firestop designs. Project plans and referenced standards. Daily Pick Up Report Job Number: Project Name: Fenagh Representative: Date: Cylinders Shotcrete Grout Mortar Grout Cubes Prisms PT Cables Fireproofing Samples Soil Samples Rebar Samples Steel Plates Other Additional Comments: Job Site Shop Batch Plant/Quarry Other: ________ Cure Box Temp: ______ High/Low Temp: ________ Outside Temp: ______ NCR ID#Date Location Inspector Issue RFI/ Submittal No.Resolved? (Y/N)Sub/ Contractor Date Resolved Comment 1 7/21/2021 Wall : C /d3 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/10/2021 Set 1 = 1,860 psi 28 day break 08/31/2021 Set 1 = 2,800 psi Set 1 = 2,900 psi Set 1 = 3,480 psi 28 day average = 3,060 psi 2 7/28/2021 Footing : C16/E Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% : Lab Log No.: 15519 (2744-2745) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 28 day break 08/31/2021 Set 1 = 3,350 psi Set 1 = 3,500 psi Set 1 = 3,620 psi 56 day break 09/22/2021 Set 1 = psi 3 7/30/2021 Footings Set # 1 :Column line/Row: D.3/c116 Set # 2 Columm line / Row c5/H Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 28 day break 08/27/2021 Set 1 = 3,070 psi Set 1 = 3,330 psi Set 1 = 3,430 psi Set 2 = 3,330 psi Set 2 = 3,520 psi Set 2 = 3,580 psi 56 day break 09/24/2021 Set # 1 = 3,720 psi Set #2 = 3,670 psi 4 8/3/2021 Footings: Elevator pit foundation Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/10/2021 Set 1 = 2,610 psi 28 day break 08/31/2021 Set 1 = 3,170 psi 56 day break 9/28/2021 Set 1 = 3,330 psi Set 1 = 3,490 psi Set 1 = 3,700 psi 56 day average set 1 = 3,510 psi 5 8/6/2021 Level 1 Wall at Building C and B - E/c2 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/13/2021 Set 1 = 2,980 psi 28 day break 09/3/2021 Set 1 = 3,170 psi 56 day break 10/8/2021 Set 1 = 3,230 psi Set 1 = 3,400 psi 56 day average set 1 = 3,320 psi 6 8/6/2021 Level 1 Wall at Building C and B - J.7/b25 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/13/2021 Set 2= 2,390 psi 28 day break 09/3/2021 Set 2 = 3380 psi 56 day break 10/8/2021 Set 1 = psi 7 8/13/2021 Level 1 Footings at Building B: P.1/b33 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 17 day break 08/30/2021 Set 1 = 3,090 psi 28 day break 09/10/2021 Set 1 = 3,460 psi Set 1 = 3,510 psi 56 day break 10/08/2021 Set 1 = psi Set 1 = psi 8 8/13/2021 Level 1 Footings at Building B: J.3/b24 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/20/2021 Set 1 = 2,320 psi 28 day break 09/10/2021 Set 1 = 2,840 psi 56 day break 10/08/2021 Set 1 = psi Set 1 = psi 9 8/20/2021 Level 1 Footings at Foundation: Wall: H/c5 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% : Lab Log No.: 15860 (3024) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/27/2021 Set 1 = 2,810 psi 28 day break 09/17/2021 Set 1 = 3,440 psi Set 1 = 3,500 psi 56 day break 10/15/2021 Set 1 = 3,920 psi Set 1 = 4,020 psi 10 9/3/2021 Level 1 Wall; U/a5 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 16067 (3123) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/10/2021 Set 1 = 2,050 psi 28 day break 10/01/2021 Set 1 = 3,100 psi 56 day break 10/29/2021 Set 1 = 3,510 psi Set 1 = 3,630 psi Set 1 = 3,660 psi 11 9/9/2021 Level 1 Footing: M.5/b17 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 16132 (3175) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/16/2021 Set 1 = 2,400 psi 28 day break 10/07/2021 Set 1 = 3,480 psi Set 1 = 3,490 psi 56 day break 11/04/2021 Set 1 = 4,050 psi Set 1 = 4,240 psi 12 9/10/2021 Level 1 Footing: L.9/b2 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 16133 (3176) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/17/2021 Set 1 = 2,330 psi 28 day break 10/08/2021 Set 1 = 3,450 psi Set 1 = 3,450 psi Set 1 = 3,490 psi 56 day break 11/05/2021 Set 1 = 4,060 psi 13 8/13/2021 Level 1 Footings at Building B: Set # 1 P.1/b33 Set # 2 J.3/b24 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 15745 (2945-2946) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/20/2021 Set 2 = 2,320 psi 28 day break 09/10/2021 Set 1 = 3,460 psi Set 1 = 3,510 psi Set 2 = 2,840 psi 56 day break 10/08/2021 Set 1 = 3,760 psi Set 1 = 3,850 psi Set 2 = 3,260 psi Set 2 = 3,030 psi Set 2 = 3,150 psi Set 2 = 3,260 psi 14 8/17/2021 Level 1 Footings at Building B: S.1/b27 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% ; Lab Log No.: 15745 (2945-2946) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 08/24/2021 Set 1 = 2,510 psi 28 day break 09/14/2021 Set 1 = 3,280 psi Set 1 = 3,430 psi 56 day break 10/12/2021 Set 1 = 4,070 psi Set 1 = 4,110 psi 15 9/23/2021 Level 1 Footings at Building B: P7/a18 Arsene Ntwali Low break: Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7% ; Lab Log No.: 16288 (3264) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 09/30/2021 Set 1 = 3,510 psi 28 day break 10/21/2021 Set 1 = 4,470 psi 56 day break 11/18/2021 Set 1 = 4,880 psi Set 1 = 5,120 psi Set 1 = 5,210 psi 16 11/2/2021 Level 1 Slab at Building D: Line A-D1, Row D1-before D16 Enea Mushi Measured Floor Flatness, Levelness (34.7 and 18.3) did not meet overall project requirement (35 and 25)N Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 17 9/27/2021 Level 1 Wall at Q-P.7/a18, a18-24/W D17 : Sampled @ N.4/b5 Arsene Ntwali Low break: Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7% ; Lab Log No.: 16339 (3323) Y Marguerite Tuesday, January 18, 2022 12:53 PM EOR to Advise 7 day break 10/04/2021 Set 1 = 3,510 psi 28 day break 10/25/2021 Set 1 = 4,170 psi 56 day break 11/22/2021 Set 1 = 4,700 psi 90 day break 12/26/2021 Set 1 = psi Set 1 = psi 18 12/16/2021 Level 1, area A @ S.1-S.5/b11 bottoms only: Level 16 @ K.9-N/b33 steel girts: Level low roof/high roof @ N.9-K/b1, K/b1-b22, L+P.7/a17-b21, LP.7/a17+b21, V-V.9/a15, W/a1-a14, W-V/a1, V/a1-a2, V-U/a2 Tony Paradis WPSs not available for review for Stellar Steel Erectors or United Steel. Stellar Steel Used FCAW process in the 2F, 4F, 2G and 3G possitions. United Steel used the SMAW process in the 2F possition. rnWPQRs recieved for Stellar Steel Erectors show no welders qualified for FCAW welds in the 4F or 3G positions. N PMA EOR to Advise 19 12/17/2021 top and bottom plates Tony Paradis Contractor has failed to maintain 3/4" minimum distance from screw to edge of light gauge surfaces as called for in General Note 4 on SK-3.Y PMA Wed 3/9/2022 12:46 PM EOR to Advise 20 11/18/2021 Level 1 Metal pan stairs at Building D Arsene Ntwali Low Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 17282 (3681)N PMA EOR to Advise 7 day break 11/25/2021 Set 1 = 2,060 psi 28 day break 12/16/2021 Set 1 = 2,580 psi 56 day break 01/13/2022 Set 1 = 3,220 psi 90 day break 02/16/2022 Set 1 = 3,350 psi 21 12/21/2021 locations at building A and B Blake Mullens The items as listed herein have not been accomplished in accordance with the approved documents, plans and specifications: No. 10 screw missing at inside leg of track connections. Contractor to install inside leg no 10 screws with lift access. Pins at typical parapet detail within this area not spaced properly. Pins installed at random locations instead of 5 pins within top 2" and 4 pins within bottom 2". N PMA EOR to Advise 22 1/10/2022 Level 1, gridlines P.1- J.1/B.33 Abdulwahab Abulgasem CMU blocks the Vertical #7 by 16” not reaching overlap requirements, and may getting conflict with other structures as going up.Y PMA 1/13/2022 EOR to Advise 23 11/8/2021 Level 2 Salb on metal deck at Building C: E/C4 Arsene Ntwali Low Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 16995 N PMA EOR to Advise 7 day break 11/15/2021 Set 1 = 2,880 psi 28 day break 12/06/2021 Set 1 = 3,820 psi 56 day break 01/03/2022 Set 1 = 4,160 psi Set 1 = 4,250 psi Set 1 = 4,300 psi 24 12/2/2021 Building C : F-G/C7-9 Arsene Ntwali Low Break : Mix #: 3000DNA : Slump 5-9 air 0-3 Design Strength (psi): 3,000 @28 days : Lab Log No.: 17226 (3735)N PMA EOR to Advise 7 day break 12/09/2021 Set 1 = 1,290 psi 28 day break 12/30/2021 Set 1 = 1,720 psi 56 day break 01/27/2022 Set 1 = 1,780 psi 90 day break 03/2/2022 Set 1 = 1,780 psi 25 1/19/2022 1-P/A.10 Low roof media center 2-P/A.12 Lowroof media center 3-A5/W Foundation plan A Roney Nakhoul Cohesion/Adhesion of SFRM Applied to Structural Members failure: Fireproofing material is not adhering to the glue. Noted that material was wet to touch and 2 samples taken Y PMA 2/21/2022 Fireproofing material was given more time to dry, plus warmer weather during this dates testing resulted with the above tests. Cohesion adhesion values exceed requirements by project specs . 26 11/16/2021 Building A : N/b20, A5/S Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17087 (3651)Y PMA 1/19/2021 Page 13 of UNIT MASONRY 04 2000- 13 Notes: 28-day compressive strength indicated, but not less than 2000 psi EOR to Advise 7 day break 11/23/2021 Set 1 = 2,300 psi 28 day break 12/14/2021 Set 1 = 2,660 psi 56 day break 01/11/2022 Set 1 = 3,300 psi Set 1 = 3,330 psi 27 11/18/2021 Building A :T.1/A7 Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17119 (3678)Y PMA 1/19/2021 Page 13 of UNIT MASONRY 04 2000- 13 Notes: 28-day compressive strength indicated, but not less than 2000 psi EOR to Advise 7 day break 11/25/2021 Set 1 = 1,830 psi 28 day break 12/16/2021 Set 1 = 2,290 psi 56 day break 01/13/2022 Set 1 = 2,450 psi 90 day break 02/16/2022 Set 1 = 2,660 psi 28 11/18/2021 Building D: T.1/A7 Arsene Ntwali Concrete, low break: Design Strength (psi): 4,000 @28 days, Lab Log No.: 17282 (3681)N PMA EOR to Advise 7 day break 11/25/2021 Set 1 = 2,060 psi 28 day break 12/16/2021 Set 1 = 2,580 psi 56 day break 01/13/2022 Set 1 = 3,220 psi 90 day break 02/16/2022 Set 1 = 3,350 psi 118 day break 03/16/2022 Set 1 = 3,580 psi 29 11/22/2021 Building A : T.1/A6 Arsene Ntwali Concrete, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17197 (3728)N PMA EOR to Advise 7 day break 11/29/2021 Set 1 = 1,720 psi 28 day break 12/20/2021 Set 1 = 2,310 psi 56 day break 01/17/2022 Set 1 = 2,370 psi 90 day break 02/20/2022 Set 1 = 2,390 psi 30 12/27/2021 Level 2, L-K.8/b21-b22 Eric Pitman Grout, low break: Design Strength (psi): 2,500 @28 days: Lab Log No.: 17890 (4010)N PMA EOR to Advise 32 day break 01/28/2022 Set 1 = 1,190 psi 56 day break 02/27/2022 Set 1 = 1,270 psi 90 day break 03/27/2022 Set 1 = 1,840 psi 118 day break 04/24/2022 Set 1 = psi 31 2/9/2022 Grade on Level 1 at Line M.5- Q, Row a18-Pass a30 Enea Mushi Floor Levelness measurement did not meet project spec requirements. 3.9 FINISHING FLOORS AND SLABS Specified overall values of flatness, F(F) 35; and of levelness, F(L) 25; with minimum local values of flatness, F(F) 24; and of levelness, F(L) 17; for slabs-on grade N PMA EOR to Advise 32 1/12/2022 P.2-B.30 -B-32 Bernard Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17776 N PMA EOR to Advise 7 day break 01/19/2022 Set 1 = 1,060 psi Set 1 = 1,190 psi Set 1 = 1,250 psi 28 day break 02/09/2021 Set 1 =1,400 psi 56 day break 03/09/2022 Set 1 = 1,580 psi 33 1/11/2022 Gymnasium - East Elevation at Line P.2-M.3-b33 Bernard Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17775 N PMA EOR to Advise 7 day break 01/18/2022 Set 1 = 630 psi Set 1 = 740 psi Set 1 = 770 psi 28 day break 02/08/2021 Set 1 = 840 psi 56 day break 03/08/2022 Set 1 = 890 psi 90 day break 04/11/2022 Set 1 = psi 34 1/24/2022 Gymnasium - at Line K/B33 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17921 N PMA EOR to Advise 7 day break 01/31/2022 Set 1 = 1,390 psi Set 1 = 1,490 psi Set 1 = 1,610 psi 28 day break 02/21/2021 Set 1 = 1,630 psi 56 day break 03/21/2022 Set 1 = 1,960 psi Set 1 = 2,100 psi 35 1/21/2022 Gymnasium, Line J.7-b30- b31, J.7-b25-b29 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17913 N PMA EOR to Advise 7 day break 01/28/2022 Set 1 = 1,270 psi Set 1 = 1,300 psi Set 1 = 1,400 psi 28 day break 02/18/2021 Set 1 = 1,630 psi 56 day break 03/18/2022 Set 1 = 2,050 psi 36 3/1/2022 Bldg B section 5 and section 11 Roney Nakhoul Missing Bands: Banding missing in several locations at the exterior face; sheathing needs to be removed to fix in the 11 section. Some of the inside bands also missing. This inspector observed that some studs were screwed into the top track which they should not, as this is a deflection track. Studs at some of the curved walls need securing at the bottom on both sides; these areas appear in progress Y PMA 3/9/2022 Observed hex screws being installed for the bracing in bldg B 37 2/24/2022 P.1/b26-30 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 18046 (4052)N PMA EOR to Advise 7 day break 02/11/2022 Set 1 = 1,050 psi Set 1 = 1,120 psi Set 1 = 1,220 psi 28 day break 02/18/2021 Set 1 = 1,450 psi Set 1 = 1,660 psi Set 1 = 1,810 psi 38 3/30/2022 Building B Roney Nakhoul Work in Progress - Building B cold form metal framing N PMA Reinspection is required Status: Work-in-Progress Legend: Status: Closed Status: Open TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/29/2022 Client: PMA Consultants, LLC Date of Sampling: 03/01/2022 Lab Log No.: 18445 (4186) Reviewed by: Edmychael Colon, Lab Manager 03/29/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: Spec mix Supplier: CCRM Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: S/E corner of gymnasium Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):49 50-90 Slump (in.):N/A N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):35 >40 Air Content (%):N/A N/A Time Sampled: Aggregate Size (in):N/A N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 03/07/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 03/08/2022 Max Nabulsi 3.44 3.43 6.15 11.80 43,093 3,650 psi B 28 03/29/2022 Luis Soto Soldevilla 3.34 3.43 6.08 11.46 63,765 5,570 psi C 28 03/29/2022 Luis Soto Soldevilla 3.32 3.43 6.14 11.39 64,686 5,680 psi D 28 03/29/2022 Luis Soto Soldevilla 3.34 3.44 6.06 11.49 59,752 5,200 psi MEETS DESIGN STRENGTH 28 Day Avg.:5480 Remarks: Temp Air & Temp Mix, was below specified requirement. TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/30/2022 Client: PMA Consultants, LLC Date of Sampling: 03/02/2022 Lab Log No.: 18437 (4187) Reviewed by: Edmychael Colon, Lab Manager 03/30/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: Type S Supplier: Spec Mix Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 1,800 @28 days Ticket#: N/A Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x2)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: West wall of the gymnasium B24/P.1-K Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):47 50-90 Slump (in.):N/A N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):45 >40 Air Content (%):N/A N/A Time Sampled:11:15 AM Aggregate Size (in):N/A N/A Batch Time:11:00 AM Time in Truck:15 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/07/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 03/09/2022 Luis Soto Soldevilla 2.00 2.00 2.01 4.00 6,977 1,740 psi B 7 03/09/2022 Luis Soto Soldevilla 1.99 2.00 2.03 3.98 6,948 1,750 psi C 7 03/09/2022 Luis Soto Soldevilla 1.99 2.00 2.04 3.98 6,977 1,750 psi D 28 03/30/2022 Luis Soto Soldevilla 1.99 2.01 2.04 4.00 11,203 2,800 psi E 28 03/30/2022 Luis Soto Soldevilla 2.00 2.00 2.06 4.00 9,434 2,360 psi F 28 03/30/2022 Luis Soto Soldevilla 1.99 2.00 2.03 3.98 10,585 2,660 psi MEETS DESIGN STRENGTH 28 Day Avg.:2610 Remarks: Temp Mix was below specified requirement. TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/29/2022 Client: PMA Consultants, LLC Date of Sampling: 03/22/2022 Lab Log No.: 18722 (4282) Reviewed by: Edmychael Colon, Lab Manager 03/29/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: Type N Supplier: Spec Mix Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 750 @28 days Ticket#: N/A Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x2)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Blg D. North Elevation Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):62 50-90 Slump (in.):N/A N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):47 >40 Air Content (%):N/A N/A Time Sampled:9:45 AM Aggregate Size (in):N/A N/A Batch Time:9:30 AM Time in Truck:15 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/28/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 03/29/2022 Luis Soto Soldevilla 1.99 1.99 2.03 3.96 4,215 1,060 psi B 7 03/29/2022 Luis Soto Soldevilla 1.99 1.99 2.05 3.96 4,304 1,090 psi C 7 03/29/2022 Luis Soto Soldevilla 1.99 1.99 2.02 3.96 4,227 1,070 psi D 28 04/19/2022 E 28 04/19/2022 F 28 04/19/2022 7 Day Avg.:1070 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 25 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/29/2022 Client: PMA Consultants, LLC Date of Sampling: 03/22/2022 Lab Log No.: 18725 Reviewed by: Edmychael Colon, Lab Manager 03/29/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 5 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Inc.Contractor: Silverback Set: 1 of 5 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 23650 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at M.6-K/b1-b12 Location when sampled: b12.3/P Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):76 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):147.6 145 Air Temperature (ºF):47 >40 Air Content (%):1.8 0-3 Time Sampled:7:15 AM Aggregate Size (in):3/4 N/A Batch Time:6:14 AM Time in Truck:61 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/28/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 03/29/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 37,206 2,960 psi Type 2 B 28 04/19/2022 4.00 8.00 12.57 Lab C 28 04/19/2022 4.00 8.00 12.57 Lab D 28 04/19/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:2,960 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 25 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/29/2022 Client: PMA Consultants, LLC Date of Sampling: 03/22/2022 Lab Log No.: 18725 Reviewed by: Edmychael Colon, Lab Manager 03/29/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 2 of 5 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Inc.Contractor: Silverback Set: 2 of 5 Truck #: 51 Design Strength (psi): 3,000 @28 days Ticket#: 23654 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at M.6-K/b1-b12 Location when sampled: b12.3/T Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):74 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):148.0 145 Air Temperature (ºF):47 >40 Air Content (%):1.9 0-3 Time Sampled:7:50 AM Aggregate Size (in):3/4 N/A Batch Time:6:59 AM Time in Truck:51 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/28/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 03/29/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 51,124 4,070 psi Type 3 B 28 04/19/2022 4.00 8.00 12.57 Lab C 28 04/19/2022 4.00 8.00 12.57 Lab D 28 04/19/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:4,070 psi Remarks: TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 25 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/29/2022 Client: PMA Consultants, LLC Date of Sampling: 03/22/2022 Lab Log No.: 18725 Reviewed by: Edmychael Colon, Lab Manager 03/29/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 3 of 5 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Inc.Contractor: Silverback Set: 3 of 5 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 34055 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at M.6-K/b1-b12 Location when sampled: b6/K.5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):74 50-90 Slump or Spread (in.):7.0 5-9 Unit Wt (#cu ft):147.8 145 Air Temperature (ºF):47 >40 Air Content (%):2.1 0-3 Time Sampled:8:50 AM Aggregate Size (in):3/4 N/A Batch Time:8:21 AM Time in Truck:29 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/28/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 03/29/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 47,974 3,820 psi Type 2 B 28 04/19/2022 4.00 8.00 12.57 Lab C 28 04/19/2022 4.00 8.00 12.57 Lab D 28 04/19/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:3,820 psi Remarks: TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 25 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/29/2022 Client: PMA Consultants, LLC Date of Sampling: 03/22/2022 Lab Log No.: 18725 Reviewed by: Edmychael Colon, Lab Manager 03/29/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 4 of 5 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Inc.Contractor: Silverback Set: 4 of 5 Truck #: 62 Design Strength (psi): 3,000 @28 days Ticket#: 34058 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at M.6-K/b1-b12 Location when sampled: b3.5/K.8 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):72 50-90 Slump or Spread (in.):7.25 5-9 Unit Wt (#cu ft):147.4 145 Air Temperature (ºF):47 >40 Air Content (%):2.1 0-3 Time Sampled:9:45 AM Aggregate Size (in):3/4 N/A Batch Time:8:52 AM Time in Truck:53 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/28/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 03/29/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 48,660 3,870 psi Type 5 B 28 04/19/2022 4.00 8.00 12.57 Lab C 28 04/19/2022 4.00 8.00 12.57 Lab D 28 04/19/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:3,870 psi Remarks: TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 25 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Roney Nakhoul Report Date: 03/29/2022 Client: PMA Consultants, LLC Date of Sampling: 03/22/2022 Lab Log No.: 18725 Reviewed by: Edmychael Colon, Lab Manager 03/29/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 5 of 5 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Inc.Contractor: Silverback Set: 5 of 5 Truck #: 75 Design Strength (psi): 3,000 @28 days Ticket#: 34064 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at M.6-K/b1-b12 Location when sampled: b2/L.9 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):73 50-90 Slump or Spread (in.):7.50 5-9 Unit Wt (#cu ft):148.1 145 Air Temperature (ºF):47 >40 Air Content (%):2 0-3 Time Sampled:10:45 AM Aggregate Size (in):3/4 N/A Batch Time:9:57 AM Time in Truck:48 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/28/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 03/29/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 44,906 3,570 psi Type 5 B 28 04/19/2022 4.00 8.00 12.57 Lab C 28 04/19/2022 4.00 8.00 12.57 Lab D 28 04/19/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:3,570 psi Remarks: