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American Civil Constructors - Bridge Preventative Maintenance (2020) - Change Order No. 2DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 �itp of �iirup Public Works Department -Engineering Division 7351 Rosanna St., Gilroy, CA 95020 Phone (408) 846-0451; Fax (408) 846-0429 CHANGE ORDER NO. 2 To contract for: Bridge Preventative Maintenance Program City Project No.. 18-PW-246 Contractor: American Civil Constructors West Coast LLC Contract Date: 5/23/2020 This order shall become effective when it has been signed by the City Administrator, City Engineer, Project Engineer, and Contractor. All .copies forwarded to Contractor for signature shall be returned to the City of Gilroy properly filled out. Upon acceptance by the City, the Contractor's copy will be returned to him as his authority to proceed with the work. Descri� tion of Work This change order is a deductive change order. Quantities of all the project bid items were tracked during construction. The quantities used during construction for Bid Items 11, 12, 13, 14, 19, 20, 21, 22, 23, 29, 30, 31, 32, 33, 38, 43, 44, 49, 50, 51, and 52 were less than the quantities described in the bid documents. Therefore, this change order reduces the contract value to account for the difference between the actual quantities used during construction and the bid quantities. Details regarding the quantities of these bid items are included in Attachment A. All requirements of the original Contract Documents shall apply to the above work except as specifically modified by this Change Order. The contract time shall not extend unless expressly provided for in this Change Order. By signing this Change Order, Contractor acknowledges and agrees that the adjustments to cost and time contained herein are in full satisfaction and accord, and are accepted as payment in full, for any and all costs and expenses associated with this Change Order, (the "Extra Work"), including but not limited to labor, materials, overhead and profit, delay, disruption, loss of efficiency and any and all other direct and/or indirect costs or expenses associated with the Extra Work and hereby waives any right to claim any further cost and time impacts at any time during and after completion of the Contract associated with the Extra Work. Change in working time granted by this change order: ► All Extra Work authorized under this Change Order must be billed separately from the original contract. All bills for work done under this Change Order shall reference this Change Order No. 2. I (We) agree to make the above change subject to the terms of this Change Order for a NET DECREASE of $6, 964.00. _Amerir�n (Tvij C nstrurtors West Coast LLC By: Q�J p, — O�Working Days � Cost Percenta❑e Initial Original Contract Price $780,620.00 Previous Change Orders ($1,832.00) -1.01% JA Total to Date $178,788.00 This Change Order Total Change Orders to Date ($8,796.00) -4.87% JA Revised Contract Price $171,824.00 RECOMM��I�I�i BY: �} - 4�+1 I - C i<�pol�anager ACCEPTED BY' �� "�� ,��e4�/�roject Manager Ga,�__ �t,ap `a ,u__l��yso... ,�twttMl� �OV%tS �a�o� . S'ti.�,�. �z� City �'e�k`""t�ewe �... Date: %��[v�� z� 10/12/2020 Date 10/12/2020 Date 10/13/2020 Date 10/13/2020 Date 10/19/2020 Date DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 �Citp of �iTrup Public Works Department -Engineering Division 7351 Rosanna St., Gilroy, CA 95020 Phone (408) 846-0451; Fax (408) 846-0429 CHANGE ORDER NO. 2 ATTACHMENT A To contract for: Bridge Preventative Maintenance Program City Project No.: 18-PW-246 Contractor: American Civil Constructors West Coast LLC Contract Date: 5/23/2020 a. In response to Submittal #4, Methacrylate Placement Plan, the contractor was directed to apply methacrylate at the rate of 90 SF/gallon as stated in 2015 Caltrans Standard Specification Section 60-3.03B(3). The methacrylate contract bid quantity was estimated at a total of 446 gallons (bid items 11, 19, 29, 38, 43, and 49) for all six bridges. Per the Contract Plans, the total surface area of all six bridges was 24,500 SF. Therefore, the methacrylate application rate for the Bid Quantity was 24,500 SF / 446 gallons = 55.0 SF/gallon. Since bid items 11, 19, 29, 38, 43 and 49 were not final pay items, the actual quantities were tracked based on the revised application rate during construction of 90 SF/gallon. The total amount of methacrylate used for all six bridges was 301 gallons, for a total deduction of 145 gallons. Therefore, the City is being credited for 145 gallons of methacrylate at $45 per gallon = $6,525. b. Bid item #14, Thermoplastic Pavement Marking at the Church St Bridge, was only partially utilized. The contractor was required to match the existing pavement markings per the Contract Specifications. Bid item #14 was bid at 20 SF. However, there was only 11 SF of pavement markings at the Church St Bridge prior to construction. Therefore, the City is being credited for 9 SF of pavement markings at $10 per SF = $90. c. Bid item #33, Thermoplastic Pavement Marking at the Forest St Bridge, was not utilized. The contractor was required to match the existing pavement markings per the Contract Specifications. However, there were no pavement markings at the Forest St Bridge prior to construction. Therefore, the City is being credited for 10 SF of pavement markings at $10 per SF = $100. d. Quantities of Thermoplastic Traffic Stripes (Bid Items 12, 13, 20, 21, 22, 23, 30, 31, 32, 44, 50, 51, and 52) were also tracked during construction. The following is a summary of the total credit to the City for reduced quantities of thermoplastic traffic stripes utilized during construction: (Quantity in Bid List minus Actual Quantity Tracked during construction) x Unit Bid Price =Credit Amount Bid Item 12: (110 LF - 98 LF) x $3/LF = $36 Bid Item 13: (440 LF - 392 LF) x $2/LF = $96 Bid Item 20: (120 LF - 115 LF) x $3/LF = $15 Bid Item 21: (120 LF - 115 LF) x $3/LF = $15 Bid Item 22: (120 LF - 113 LF) x $2/LF = $14 Bid Item 23: (120 LF - 112 LF) x $2/LF = $16 Bid Item 30: (65 LF - 63 LF) x $3/LF = $6 Bid Item 31: (130 LF - 126 LF) x $2/LF = $8 Bid Item 32: (65 LF - 63 LF) x $2/LF = $4 Bid Item 44: (65 LF - 63 LF) x $3/LF = $6 Bid Item 50: (110 LF - 107 LF) x $3/LF = $9 Bid Item 51: (220 LF - 214 LF) x $2/LF = $12 Bid Item 52: (220 LF - 214 LF) x $2/LF = $12 Total Credit for Bid Items 12, 13, 20, 21, 22, 23, 30, 31, 32, 44, 50, 51, and 52 = $249 e. Total Deductive amount for Change Order No. 2 is $6,525 + $90 + $100 + $249 = $6,964 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 SECTIQN 00310 BID SCHEDULE PROPOSAL FOR THE CONSTRUCTION OF BRIDGE PREVENTATIVE MAINTENANCE PROGRAM, CITY PROJECT NO. 18-PW-246 FEDERAL PROJECT NO. BPMP-5034 (026) Ci#v of Gilrov Pursuant to Section 00020, INVITATION TO BID. the undersigned hereby proposes and agrees that on award by the Citv of Gilrov under this Bid, and in accordance with the provisions therein stated, to execute a Contract, with necessary bonds, to furnish and install any and all labor, materials, transportation, and services for the construction of the Bridge Preventative Maintenance Program, in accordance with the Plans and Specifications therefor adopted and on file with the Citv of Gilrov within the time hereinafter set forth and at the prices named in this Bid as follows: City of Gilroy Bridge Preventative Maintenance Program December 2019 SECTIDfV 0�310 18-PW-246 BIQ SCHEDULE-18 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 No. BID ITEM F P,S ITEM UMT QTy UNIT UNIT CODE PRICE TOTAL 1 999990 MOBILIZATION LS 6 *3�QUo #18�n00� 2 070030 LEAD COMPLIANCE PLAN LS 1 � � SoU # � SQC?� 3 080050 PROGRESS SCHEDULE LS 1 � 1,SoU i � ��SUo (CRITICAL PATH METHOD) WATER POLLUTION � .c � � 4 130200 CONTROL PROGRAM (EACH LS 1 �� j� � � 5 BRIDGE LOCATION} REMOVE THERMOPLASTIC 5 1411XX TRAFFIC STRIPING AND LS 1 � � g�Z� b � $, Z� O MARKINGS (HAZARDOUS WASTE) 6 600001 PUBLIC SAFETY PLAN LS 1 4 � ��5�5� 4 �s �,535 BRIDGE NO. 37C0363 -CHURCH ST 7 120100 CONTROL LS 1 *�,3bU �,3dUY SYSTEM $ 128651 PORTABLE CHANGABLE EA 2 � «+ 50U � ��od MESSAGE SIGN 9 600037 PREPARE CONCRETE SF 5,400 ��'� *rj yop BRIDGE DECK SURFACE � 10 600045 IDLE DECK F SF 5,400 Z a-` a,�oo� SURFACE FURNISH BRIDGE DECK �5_ y,y�o I t�uvv uu�K, ... I „ .,,�,,,, THERMOPLASTIC TRAFFIC � � t3 °� {33 U_4 THFRAAc�PI_ASTIC TRAFFIC'. ... � � ,.. � _.. � . < _ , . .......... I I . 1 +Z�o r oe Q b O� (� osa TI-I�R�AC�PI ACTIC` * o� f BRIDGE NO. 37C0352 - FARRELL AVE 15 120100 CONTROL LS 1 � a 5 30o ; S 300 SYSTEM � � 16 128651 PORTABLE CHANGABLE E'4 2 � .° � UC7 r .o � MESSAGE SIGN tU�ca 17 600037 PREPARE CONCRETE SF 5,100 * `�� I oQ�. BRIDGE DECK SURFACE City of Gilroy Bridge Preventative Maintenance Program December 2D18 SECTION pQ31 D 18-PW-246 BID SCHEDULE-19 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 No. BID ITEM F P,S ITEM UNIT QTY UNIT UNIT CODE PRICE TOTAL 18 600045 F TREAT BRIDGE DECK SF 5,100 � °o � � �O,Z�U SURFACE FURNISH BRIDGE DECK t i �^ ^^^^�� T[7GpT�AF�ETRAATFRIAI r'^' " �E vo �,1 `r35� � ��YY ��.�,,, � TUC�AA(lCl ACTI(` TD�CCIf` '�� 00 T a� 17 1 fllr C l,,n v 1 v v�... I nlL LL THERMOPLASTIC TRAFFIC • — �360 #3Gow THERMOPLASTIC TRAI=FIC'. . �o * to cJ VTv~�� r i'i.-`."1. •/11'YI A (+TI/+ Try A rr�� 5 I KIF't LrH J I u LJC 1 HIL �`J-/� `. ILU "� a a Z � {,,, . s Z 4 U� 24 840515 THERMOPLASTIC SF 15 s `J �� 1 r �d PAVEMENT MARKING BRIDGE NO, 37C0321 -FOREST ST 25 120100 TRAFFIC CONTROL LS 1 +� � y,3oti � ��'�ap SYSTEM 26 128651 PORTABLE CHANGABLE EA 2 C �� MESSAGE SIGN JUU� rVdb 27 600037 PREPARE CONCRETE SF 2,700 �� So � BRIDGE DECK SURFACE <jSd 2$ 600045 F TREAT BRIDGE DECK SF 2 700 *Zs� { _ .d �,�'�U SURFACE FURNISH BRIDGE DECK , t 2 — - �5e~ Z�ZaS~ (LUW UUVK}..AT�r-,�.� ^^ ^,,,�,,,, THERMOPLASTIC TRAFFIC , � _- �3"• i�S� _ _ _ . _ _-_.. THERMOPLASTIC TRAFFIC � , THERMOPLASTIC TRAFFIC _ _ rtZ oa w „^ �,,,,�� I c � 3 d1 � THERMOPLASTIC � � � �f � +OOa�a � I I ..--�---� � - - -- -�� -- I ld°� 1 BRIDGE NO. 37C0320 - LEWIS 5T 34 120100 CONTROL LS 1 � � 3Ob + �' � '�0O SYSTEM � r 3� 128651 PORTABLE CHANGABLE EA 2 + "' � d(� * a' ��UpU MESSAGE 51GN City of Gilroy Bridge Preventative Maintenance Program December 2019 SECTION 00310 18-PW-246 BID SCHEDULE-20 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 No. BID ITEM F P,S ITEM UNIT QTY UNIT UNIT CODE PRICE TOTAL 36 600037 PREPARE CONCRETE BRIDGE DECK SURFACE SF 2,400 } f �b *3,1000'• 37 600045 F TREAT BRIDGE DECK SF 2,400 �� Z �/ VOO SURFACE (�, FURNISH BRIDGE DECK rt � sa ho cnnn�7 TREATMENT MATERIAL f=n� ' ' � w � ~ a � °� U Q I i � ��_... ___.-, E I BRIDGE NO. 37CO271 - IOOF AVE 39 120100 SYSTEM CONTROL LS 1 1<�r3pU +� 3pU�' 40 128651 PORTABLE CHANGABLE MESSAGE SIGN EA 3 � �� 6U-' f � �� 5 d0 41 600037 PREPARE CONCRETE SF 2,300 � � 5v *3� cJ0 BRIDGE DECK SURFACE 42 600045 TREAT BRIDGE DECK F SF 2,300 ¢ So z -- �! `jJ�50 SURFACE FURNISH BRIDGE DECK +�y m (LOW ODOR) .. _ .,._,,,, THERMOPLASTIC TRAFFIC , � � 361 ��Sp I BRIDGE NO. 37CQ339 - MURRAY AVE 45 120100 TRAFFIC CONTROL LS 1 ' w �j!'3od ' � •�' 5,'300 SYSTEM 45 128651 PORTABLE CHANGABLE EA 2 so(�' r�lbUca� MESSAGE SIGN 47 600037 PREPARE CONCRETE SF 6,600 * vv � +// �J �° �p BRIDGE DECK SURFACE C�, 48 600045 F TREAT BRIDGE DECK SURFACE SF 6,600 + `'" Z ' `"� j 3,Zac�� Fl1RNISH BRIDGE DECK r� ��' t ao S,tivd�' (LOW ODOR) TI-I�I?RIIC�PI ANTIC'. TRAFFIC' � � + � r - -- -.. THERMOPLASTIC TRAFFIC � � ;Zoo +y41 �� THERMOPLASTIC TRAFFIC g'�ov � - - -- ._ . , � �� Q•• � � TOTAL: Items 1 through 52 inclusive and all work incidental therewith � I thereto � 1 � �, � Z0� and connected TOTAL IN WORDS: (j,� �. �JunIDR�D EiCzr�`��j �t�olrtSANg, Six �j�nIDRED $, rk,EN'i� � � a� City of Gilroy Bridge Preventative Maintenance Program December 2019 SECTION 00310 18-PW-246 BID SCHEDULE-21 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 Bid amount of each of the above bid items must be filled in and completed. Work shown an the plans or included in the specifications, but not specifically mentioned in the above items of work shall be included in the bid and spread uniformly throughout the above items. American Civil Constructors West Coast LLC Narne of Bidder ***END OF SECTION**'' City of Gilroy Bridge Preventative Maintenance Program December 2019 SECTION 00310 18-PW-24fi BID SCHEDULE-22 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 meriean American Civil Constructors West Coast LLC iu^il �y 0IPL� 2990 Bay Vre1e Coun, Benine CA 96510 QII�r WI`Ni Pbone ]0]-]dfi-8020 Fax ]0]-]66�0936 rW PW-246 ylllFjt{pit Yol Gilroy -Public Wolks 51 Rceanne 51rea1 Gilroy. CA 95020 Billing Number 2 Billing Date ]/29/2020 Work Pertormetl Thru ]/29/2020 Project Name Britl9e Preventive Maintenance (Tuner Contract No. 1&PW-246 Sub Con[raM No. ACCWC Proiect No. 20015106 BILLING Bltl Item CODE Oaxtlptlon n ract Wami rovetl Total Unlb Unit Prlce Extanalan ExbnGon ExbnNon ExNnalon 1 999990 MOBILIZATION fi EA 8 3,00000 8 18,00000 1.50 f4,800.pp 4.50 $t3,50000 fi00 $ 18,00000 2 ]0030 LEAD COMPLIANCE PLAN 1 LS $ 1,50000 $ 1,50000 035 f3]5.00 O.TS $1,12500 100 $ 1,soo oo 3 80050 PROGREBS SCHEWLE (CRITICAL PATH) 1 LS $ 1,50000 8 1,50000 0.]5 51,125.0p 0.25 83]500 100 $ 1,50000 4 130200 WPGP (EACH BRIDGE LOCATION) 1 LS $ 695.00 $ 695.00 035 ft]3.)5 O.iS $521.25 1.00 $ 695.00 5 1d11XX REMOVE THERMOPLASTIC IPAFFIC STRIPE ANO MARKINGS (HPZARDOUS WASTE) 1 LS $ 8,2]000 $ 8,2]000 0.25 S2,p6].8p 0.]5 $8,20T 50 100 $ 8,2]000 6 600001 PUBLIC SAFETY PLAN MtIDGE N0.3]C363 -CHURCH STREET 1 L$ $ 9,535.00 $ 9,535.00 0.25 f2,383.]5 O.iS $],151.25 1.00 $ 9,535.00 ] 120100 1 L$ $ 5,300.00 $ 5,300.00 0.60 f3,t80.00 OAO $2,120.00 1.00 $ 5,300.00 TRAFFIC CONTROL SYSTEM e 128851 PCMS BOARDS T EA $ 50000 $ 1,00000 2.00 S1,pp0.pp 0.00 $000 200 $ 1,00000 9 60003] PREPARE CONCRETE BRIDGE DECK SURF. 5.40p $F $ 1.00 $ 5,400.00 5400.00 f5p00.00 0.00 $0.00 5400.00 $ 5,400.00 10-F 800005 TREAT BRIDGE DECK SURFACE (F) 5,600 SF $ 200 $ f0,80000 5400.00 S1p,8p0.pp 0.00 $000 Sd0000 $ 10.80000 11 60004] FURNISH BRIDGE DECK TREATMENT MATERIAL 9g GAL $ 45.00 $ 4,410.00 ]0.00 f3,t50.00 0.00 $0.00 ]0.00 $ 3,150.00 12 edOSXX THERMOPLASTIC TRFC STRIPE CA STD DETAIL TT 110 LF $ 300 $ 33000 99.00 5294.pp 0.00 $000 9800 $ 29400 13 9405X% THERMOPLASTIC TRFC STRIPE GA STD DETAIL 39 44p LF $ 2.00 $ 660.00 392.00 f]64.00 0.00 $0.00 392.00 $ ]64.00 1d 800515 THERMOPLASTIC PAVEMENT MARKING BWOGE N0.3]L0952-FARRELL AVE TO SF $ 1000 $ 20000 11.00 S11 p.pp 0.00 $000 1100 $ 11000 15 120100 1 LS $ 5,30000 $ 5,30000 0.60 53,18p.0p 0.40 $2,12000 100 8 5,30000 TRAFFIC CONTROL SVBTEM i6 128651 PCMS BOARDS 2 E4 $ 50000 $ 1.00000 2.00 ft,000.00 0.00 $000 200 $ 1.00000 1] 0003] PREPARE CONCRETE BRIDGE DECK SURF 8100 SF $ f00 $ 5,f0000 5100.00 SS,ipp.00 0.00 $000 510000 $ 810000 18-F 600045 TREAT BRIDGE DECK SURFACE (F) 5.100 SF $ 200 $ 10.20000 5100.00 ft0,200.00 0.00 EO po 510000 $ 10.20000 19 80000] FURNISH BRIDGE DECK IREATMEM MATERIAL g3 GAL $ 0500 $ 6,18500 ]0.00 53,16p.pp 000 E000 ]000 $ 3,16000 20 8405%% THERMOPLASRG TRFC STRIPE GA SID DETAIL 22 12p LF $ 300 $ 36000 115.00 f345.00 0.00 $000 11500 $ 34s oo 21 edOSXX THERMOPLASTIC TRFC STRIPE CA STD DETAIL 38A 120 LF $ 300 $ 380 115.00 5346.00 a00 $000 11500 $ 36600 22 8405%% ERMOPLASRG TRFC STRIPE GA STD DETAIL 39 12p LF $ 200 $ 24000 113.00 f228.00 0.00 $000 11300 $ 22600 23 edOSXX THERMOPLASTIC TRFC STRIPE CA STD DETAIL 38A 120 LF $ 200 $ 240 112.00 E224.00 000 $000 11200 $ 22600 24 840515 THERMOPLASTIC PAVEMENT MARKING BRIDGE N0.3)C0321 15 SF $ 1000 $ 15000 15.00 ft50.00 0.00 $000 1500 $ 15000 25 120100 1 LS $ 4,30000 $ 4.30000 0.80 f2,560.00 OAO E1.]2p p0 100 $ 4.30000 TRAFFIC CONTROL SYSTEM Te 128851 PCMS BOARDS 2 EA $ 50000 8 1,00000 200 S1,pp0.pp 000 $000 200 $ 1,00000 2] 60003] PREPARE CONCRETE BRIDGE DECK SURF 2.]00 SF $ 150 $ 4.05000 2T00.00 fd,050.00 0.00 $000 2]0000 $ 4.05000 28-F 800005 TREAT BRIDGE DECK SURFACE (F) ,)Op SF $ 250 $ 6,]50 2]0000 S6,)Sp.pp a00 $000 2]0000 $ e,]5000 29 60004] FURNISH BRIDGE DECK TREATMENT MATERIAL 49 GAL $ 4500 $ 2.20500 30.00 ft,350.00 0.00 EO po 3000 $ 1.35000 30 edOSXX THERMOPLASTIC TRFC STRIPE CA SID DETAIL 21 e6 LF $ 300 $ 18500 6300 5189.00 000 $000 8300 $ 18900 31 B405%% THERMOPLASTIC TRFC STRIPE CA STD DETAIL 2]B 130 LF $ 200 $ 26000 128.00 f282.00 0.00 5000 12600 $ 25200 32 405 ERMOPLASIIC ("RFC STRIPE CA SlO DETAIL 39 85 LF $ 200 $ 13000 63.00 5126.00 0.00 $000 8300 $ 1T800 33 840515 THERMOPLASTIC PAVEMENT MARKING BRIDGE NO. 3]C0320 - LEWIS ST 10 SF $ 1000 $ 10000 0.00 f0.00 0.00 $000 000 $ - 34 120100 1 LS $ 4,300.00 $ 4,900.00 0.80 f2,860.00 OAO $1.]2000 100 $ 4.30000 TMFFIC CONTROL SYSTEM 3s 1zee51 Pcros BOARDS 2 EA $ 5pppp $ 1,00000 z.00 Stopo.00 p.ao $p pp 2pp s 1,ppp pp 36 60003] PREPARE CONCRETE BRIDGE DECK SURF 2.400 SF $ 1.50 $ 3.60000 N00.00 f3,800.00 0.00 $000 240000 $ 3.60000 ] 0000 TREAT BRIDGE DECK SURFACE (F) p00 SF $ 250 $ 8,000 2000.00 56,000.00 0.00 $000 240000 $ 8,00000 38 60004] FURNISH BRIDGE DECK TREATMENT MATERIAL BRIDGE NO. 3]CO2)1- IOOF AVE qq GAL $ 4500 $ 1.98000 2].00 ft,215.00 0.00 5000 2]00 $ 1.21500 39 120100 1 LS $ 4.30000 $ 4.30000 0.80 f2,860.00 OAO E1,]2000 100 $ 4.30000 TMFFIC CONTROL SYSTEM 40 128851 PCMS BOARDS 3 EA 8 50000 $ 1,50000 3.00 51,500.00 0.00 5000 300 $ 1,50000 41 60003] PREPARE CONCRETE BRIDGE DECK SURF 2.300 SF $ 150 $ 3,45000 2300.00 f3,d50.00 0.00 5000 230000 $ 3.45000 2 0000 TREAT BRIDGE DECK SURFACE (F) ,300 SF $ 250 $ 5,]50 2300.00 S5,)60.00 0.00 $000 230000 $ 5,]5000 43 60004] FURNISH BRIDGE DECK TREATMENT MATERIAL 42 GAL $ 4500 $ 1.89000 30.00 ft,350.00 0.00 5000 3000 $ 1.35000 44 405 ERMOPLASIIC ("RFC STRIPE CA SID DETAIL TT 85 LF 8 300 8 18500 63.00 5189.00 0.00 5000 8300 $ 18800 45 120100 1 LS $ 5,300.00 $ 5,300.00 0.60 f3,180.00 0.40 52,1200p t00 $ 5,30000 TRAFFIC CONTROL SYSTEM db 128651 PCMS BOARDS 2 EA $ 50000 $ 1,00000 2.00 S1,0pp.pp 0.00 $000 200 $ 1.00000 4] 60003] PREPARE CONCRETE BRIDGE DECK SURF 600 BF $ 100 $ 8,80000 6600.00 f6,600.00 0.00 $0.00 880000 $ 8,80000 08-F 600005 TREAT BRIDGE DECK SURFACE (F) 6,600 SF $ 200 $ 13,20000 8800.00 f13,200.p0 0.00 $000 fifi0000 $ 13,20000 49 80004] FURNISH BRIDGE OEGK TREATMENT MATERIAL 120 GAL $ 4500 $ 5,40000 T6.00 f3,940.00 0.00 $0.00 ]400 $ 3,33000 50 8dO5XX THERMOPLASTIC TRFC STRIPE CA SID DETAIL 22 110 LF $ 300 $ 33000 10].00 5321.00 0.00 $000 10]00 $ 32100 51 8405XX ERMOPLASTIG TRFC STRIPE GA ST[1 DETAIL 2]B 220 LF $ 200 $ 44000 210.00 i428.00 0.00 $0.00 21400 $ 62800 52 8405XX THERMOPLASTIC TRFC STRIPE CA SID DETAIL 39 220 LF $ 200 $ d0000 210.00 E426.00 0.00 $000 21400 $ 42800 CNange Ortlersl Extra Work CO MB subsetueon 13 as $ (14092) $ (183200) 13.00 31,e32.00 000 $000 1300 $ (1,63200) Retention atal 5% t0e CanlraU NH Amoun[ AOPrevala Date ��\� 1 Oww vnxoce Praparer _V._.d�l� Project Manager SUMMARY S1s0,82p 00 E133,261 pp $60,38500 $1]3,658.00 -Et,s32 oD-E1,832.pp $0.00 $1,032.00 Et]e.]ee 00 E131A290p 560.38500 $1]1.824.00 -56,5)1A5-$2,019 ]5 $8,59120 E1]8,]8800 $124,857.55 $30,3]525 $183,23200 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 SECTION 60 EXISTING STRUCTURES 60-3.03A(2) Materials Not Used 60-3.03A(3) Construction Not Used 60-3.03A(4) Payment Not Used 60-3.03B Methacrylate Resin Bridge Deck Treatment 60-3.03B(1) General 60-3.03B(1)(a) Summary Section 60-3.03B includes specifications for treating bridge decks with ahigh-molecular-weight methacrylate resin. 60-3.03B(1)(b) Definitions Reserved 60-3.03B(1)(c) Submittals Submit a work plan for applying the methacrylate resin treatment. Include in the plan: 1. Schedule of work for the test area and for each bridge 2. Description of equipment for applying resin 3. Range of gel time and final cure time for resin 4. Description of absorbent material to be used 5. Description of equipment for applying and removing excess sand and absorbent material 6. Procedure for removing resin from the deck and equipment to be used 7. Procedure for storing and handling resin components and absorbent material 8. Procedure for disposing of excess resin and containers Submit an SDS for each resin component and diatomaceous earth shipment before use. Submit test samples of methacrylate resin components at least 15 days before use. 60-3.03B(1)(d) Quality Assurance Complete a test area before starting deck treatment activities. Notify the Engineer at least 15 days before treating the test area. The test area must be: 1. At least 500 sq ft 2. Located within the project limits outside the traveled way at an authorized location 3. Constructed (1) using the same materials, equipment, and construction methods to be used in the work and (2) under conditions similar to those anticipated when the work will be performed. The completed test area must demonstrate (1) compliance with these specifications and (2) work will be completed within the time allowed. The Engineer performs friction testing of the treated test area under California Test 342. Allow 10 days after completion of the test area for the Engineer to perform the test. Do not perform deck treatment activities until the test area is authorized. The authorized test area is the standard of comparison in determining the acceptability of treated deck surfaces. The Engineer may perform testing under California Test 342 to verify the coefficient of friction of the treated deck surfaces. The coefficient of friction of the treated surface must be at least 0.35 when tested under California Test 342. 60-3.03B(2) Materials High -molecular -weight methacrylate resin consists of resin, promoter, and initiator. 805 DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 SECTION 60 EXISTING STRUCTURES High -molecular -weight methacrylate resin must be low odor and comply with the requirements shown in the following table: Quality characteristic Volatile contents (max, %) Viscositys (max, cP, Brookfield RV with UL adaptor , 50 RPM, at 25 °C) Specific gravitys (min, at 25 °C) Flash points (min, °C) Vapor pressures (max, mm Hg, at 25 °C) Tack -free time (max, minutes, at 25 °C) PCC-saturated surface -dry bond strength (min, psi, at 24 hours and 70 ± 2 °F) sPerform test before adding the initiator. Test method Requirement ASTM D2369 30 ASTM D2196 25 ASTM D1475 0.90 ASTM D3278 82 ASTM D323 1.0 Prepare specimens under 400 California Test 551 California Test 551 500 Sand for the abrasive sand finish must be acommercial-quality, dry -blast sand. The size of the sand must be such that not less than 95 percent passes the no. 8 sieve and not less than 95 percent is retained on the no. 20 sieve when tested under California Test 205. Absorbent material must be diatomaceous earth, abrasive blast dust, or an authorized substitute recommended by the resin supplier. 60-3.036(3) Construction Notify the Engineer at least 15 days before delivery of methacrylate resin components in containers larger than 55 gallons to the job site. The Engineer determines the exact methacrylate resin application rate at time of placement. High -molecular -weight methacrylate resin applied by machine must be (1) combined in volumetric streams of promoted resin to initiated resin by static in -line mixers and (2) applied without atomization. You may apply resin manually. Mix at most 5 gallons of resin at a time. The deck must be dry before applying resin. The concrete surface must be from 50 to 100 degrees F. Relative humidity must be not more than 85 percent during the work shift. Uniformly spread the resin. Completely cover surfaces to be treated and fill all cracks. Redistribute excess resin using squeegees or brooms within 10 minutes of application. For textured or grooved deck surfaces, remove excess resin from the texture indentations. Apply the abrasive sand finish no sooner than 20 minutes after applying the resin. The sand application rate must be at least 2 Ib/sq yd or until saturation as determined by the Engineer. Apply absorbent material before opening the lane to traffic. Remove excess sand and absorbent material by vacuuming or power sweeping. Traffic or equipment is not allowed on the treated surface until you have verified that the following conditions have been met and the Engineer has authorized the opening of the treated surface to traffic and equipment: 1. Treated deck surface is tack free and not oily 2. Sand cover adheres and resists brushing by hand 3. Excess sand and absorbent material has been removed 4. No material will be tracked beyond the limits of treatment by traffic Remove resin from the deck surface if the Engineer determines (1) the conditions listed above have not been met and (2) the allowable lane closure time will be exceeded. :�. DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 1 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 04 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 06/29/2020 Contractor: Shift Hrs: American Civil Construction 2990 Bay Vista Court, Suite D 07:00 to 16:00 Benicia, CA 94510 0 HOURS -SPECIFICATION SECTION WEATHER • �[tp Of �[IrOp Sunny •w PUBLIC WORKS DEPARTMENT ice. � � 7351 ROSANNA STREET > > � '� GILROY, CA 95020-6197 � (A � � � Q Ph:408-846-0451 N � o � � � Fax:408-846-0429 � O o � � � o LOW 54 ° � u_ � � U � � O O M N O EQUIPMENT AND/OR LABOR M M N M M M v High 78 ° O O O O O O O L Trade/Description of Name of Worker or ^ ^ � � � � m � Remarks or Reason for Worker/Equipment I Equipment ID # M M M M M M F- � Idleness Contractor Personnel ACC/Foreman Hector Ortega (ACC) 3 2.5 .5 lunch/3hrs Curing ACC/Operator Roman Gutierrez 2.5 2.5 .5 lunch/3hrs Curing ACC/Operator Frank Cordeiro 2.5 2.5 .5 lunch/3hrs Curing ACC/Laborer Raul Ortega 2.5 2.5 .5 lunch/3hrs Curing ACC/Laborer Fernando Medina 2.5 2.5 .5 lunch/3hrs Curing ACC/Laborer Marcus Gutierez 2.5 2.5 .5 lunch/3hrs Curing ACC/Laborer Eugenio Preciado 2.5 2.5 .5 lunch/3hrs Curing Contractor Equipment ACC/Laborer Martin Flores 2.5 2.5 .5 lunch/3hrs Curing ACC/Foreman/Traffic Cody Vollmers 4.5 4 .5 .5 lunch ACC/Laborer/Flagger Cameron Vollmers 4.5 4 .5 .5 lunch Subcontractor #1 Personnel Statewide/Flagger Louie Souza 4.5 4 .5 .5 lunch Statewide/Flagger Hector Heredia 4.5 4 .5 .5 lunch .5 lunch Verdico/CSP Tim Anenson 3 2.5 .5 lunch/3hrs Curing Subcontractor #1 Equipment Statewide F350 Flat Bed 5 4 Subcontractor #2 Personnel ACC/Airman Compressor PDS1855 ACC/Goff Roadabrator 175-D30 ACC/F350 Pick Up Subcontractor #2 Equipment ACC/F550 Flat Bed ACC/Elgin Sweeper truck Road Wizard ACC/F450 Utility Truck ACC/F650 Flat Bed Gary Marhofer Inspector's Name 2 2 2 2 5 4 2 2 5 4 5 4 Construction Inspector �� Title RON OEN, RESIDENT ENGINEER Start End Reg hrs OT hrs 07:00 16:00 8 1 si��s c.4aoosa assoc�arss Enic �cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 2 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 04 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 06/29/2020 Contractor: Shift Hrs: American Civil Construction 2990 Bay Vista Court, Suite D 07:00 to Benicia, CA 94510 0 16:00 Safety: Covid 19 sign in sheet was signed by the workers. Hector Ortega check with workers on their health status regarding Covid-19 sign -in sheet. All signs and cones placed as per each Bridge Site Traffic Plan. All workers had hard hat, reflective safety vest, steel toed shoes, safety glasses and face masks as required by Covid-19. Operator of Shot blaster had required respirator while operating. Inspections Made: BRIDGE 37C-0320 LEWIS STREET: ACC arrived and mobilized at 0700hrs but no road closures or work until 0800hrs. ACC closed one lane of traffic and utilized flaggers to control all traffic. Once traffic was closed entire side was hand cleaned of all debris, then swept and vacuumed with street sweeper. Entire side was then shot blasted and vacuumed utilizing Roadabrator. Entire Deck was hand swept and air cleaned using high pressure air. After deck (62'x38'=2356sf, say 2400sf) was thoroughly cleaned Inspector observed (Deck Temp of 71 F/Ambient 65F) approx. 27gals of Methacrylate hand mixed and uniformly applied using 5gal buckets and squeegee at a approx 90sf rate as guided by Foreman for a uniform placement and to avoid puddling. Kwik-Bond Top sand was hand applied to entire deck prior to Methacrylate completed curing. After approx 90min Solid -A -Sorb (Diatomaceous Earth Absorb) absorbent placed using lawn fertilizer spreader to assure no puddling and to absorb added wax. After approx. 10min deck was vacuumed by sweeper/vacuum one last time. Foreman and Inspector walked entire deck area checking for cure of Methacrylate and lane was reopened to traffic. NOTE: Same process and placement application was completed on 2nd half of bridge and Inspected by Foreman and Inspector prior to reopening Bridge up to two way traffic. BRIDGE 37C-0321 FOREST STREET: See comment section below. C Samples Taken: Verdico took 4-Air Quality Control Samples from Lewis St. and 1-control. Verdico took 4-Air Quality Control Samples from Forest St. and 1-control. (10-total) Items Complete: See Inspections Made. Deficiencies/Items Pending: Labels need to be placed on the 55 gallons drums containing yellow traffic stripe waste. Labels are required by 2015 Caltrans Standard Specification Section 14-11.12B(2) (NOTE: COMPLETED 6.29.20 by ACC for report dated 6.25.20) Wash/Sanitizing Stations have not been provided yet, as required by Submittal 8.1 (NOTE: COMPLETED 6.29.20 by ACC for report dated 6.25.20) located at IooF Ave. Bridge location. Labor Compliance, including prevailing wages, Posters have not been posted on the job site as required by Project Specification Section 0700 Part 4.10 (NOTE: COMPLETED 6.29.20 by ACC for report dated 6.25.20) and posted on East Fence at Murray Ave.) Comments: BRIDGE 37C-0321 FOREST STREET: ACC arrived and mobilized at 1200hrs but no road closures or work until 1215hrs. ACC closed one lane of traffic and utilized flaggers to control all traffic. Once traffic was closed entire side was hand cleaned of all debris, swept and vacuumed with street sweeper. Entire side was then shot blasted and vacuumed utilizing Roadabrator. Deck was again hand swept and air cleaned using high pressure air. After deck (62'x42'=2604sf, say 2700sf) was thoroughly cleaned Inspector observed (Deck Temp of 111 F/Ambient 81 F) approx. 30gals of Methacrylate hand mixed and uniformly applied using 5gal buckets and squeegee at a approx 90sf rate as guided by Foreman for uniform placement and to avoid puddling. Kwik-Bond Top sand was hand applied to entire deck prior to Methacrylate completed curing. After approx 90min Solid -A -Sorb (Diatomaceous Earth Absorb) absorbent placed using lawn fertilizer spreader to assure no puddling and to absorb added wax. After approx.10min deck was vacuumed by sweeper/vacuum one last time. Foreman and Inspector walked entire deck area checking for cure of Methacrylate and lanes were reopened to traffic. NOTE: Once all material was placed on 2nd half of bridge and Inspected by Foreman and Inspector Bridge was reopened up to two way traffic. Gary Marhofer Inspector's Name Construction Inspector Title Start 07:00 End 16:00 Reg hrs 8 OT hrs 1 BIGCwS CAR�OSA RON OEN, RESIDENT ENGINEER ��` ASSOCIATES IILC DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 3 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 04 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 06/29/2020 Contractor: Shift Hrs American Civil Construction 07:00 to 2990 Bay Vista Court, Suite D �__._._ �„ „��,,. 0 a Shot blasting Lewis bridge deck. Applying Methacrylate. r� �� .: f' �;;� �"` ""' y'' �� . Air quality control testing. 16:00 Y Final sweeping of completed Metharylate application. Gary Marhofer Construction Inspector Inspector's Name �� j�� Title s��s ;.o.aoosa RON OEN, RESIDENT ENGINEER OSSCGL�76S 41UC � Start 07:00 End 16:00 Reg hrs g OT hrs 1 3cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Project Title: Gilroy BPMP -City Project Number 18-PW-246 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Shot blasting Forest St bridge deck. - , _, �,,,. -.s..: ...,x�--.. w�, ,�a,..,. . .� Applying top sand to Methacrylate. C Applying Methacrylate. Page 4 of 4 Report No.: 04 Date: 06/29/2020 Shift Hrs: 07:00 to 16:00 Final sweeping and floppies placed on completed Forest St Bridge deck. Gary Marhofer Construction Inspector Inspector's Name �� ,/� Title s��s ;.o.aoosa RON OEN, RESIDENT ENGINEER OSSCGL�76S 41UC Start 08:00 End 16:00 Reg hrs g OT hrs 1 3cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 1 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 05 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 06/30/2020 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Benicia, CA 94510 • �itp of �ilrup •w PUBLIC WORKS DEPARTMENT ice. 7351 ROSANNA STREET '� GILROY, CA 95020-6197 � Ph:408-846-0451 N Fax:408-846-0429 � J O EQUIPMENT AND/OR LABOR `V M O Trade/Description of I Name of Worker or Worker/Equipment Equipment ID # M Contractor Personnel ACC/Foreman Hector Ortega (ACC) ACC/Operator Roman Gutierrez ACC/Operator Frank Cordeiro ACC/Foreman Raul Ortega ACC/Laborer Fernando Medina ACC/Laborer Marcus Gutierez ACC/Laborer Eugenio Preciado Contractor Equipment ACC/Laborer Martin Flores ACC/Foreman/Traffic Cody Vollmers ACC/Laborer/Flagger Cameron Vollmers Subcontractor #1 Personnel Statewide/Flagger Louie Souza Statewide/Flagger Angleina Salinas Verdico/CSP Tim Anenson Subcontractor #1 Equipment Statewide F350 Flat Bed Subcontractor #2 Personnel ACC/Airman Compressor PDS1855 ACC/Goff Roadabrator 175-D30 ACC/F350 Pick Up Subcontractor #2 Equipment ACC/F550 Flat Bed ACC/Elgin Sweeper truck Road Wizard ACC/F450 Utility Truck ACC/F650 Flat Bed Gary Marhofer Inspector's Name Shift Hrs: 07:00 0 HOURS -SPECIFICATION SECTION Q ¢ � in Q LL �+ � N p � >' N N O � � � N u_ � � U � N � M (O � O O O O O U U U U U M M M M M 3 3 2.5 2.5 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 4.5 4.5 4.5 4.5 to 16:30 WEATHER Sunny Low 54 ° d � t High 78 ° U � Remarks or Reason for J Idleness 3.5 .5 lunch/3hrs Curing 3.5 .5 lunch/3hrs Curing 3.5 .5 lunch/3hrs Curing 3.5 .5 lunch/3hrs Curing 3.5 .5 lunch/3hrs Curing 3.5 .5 lunch/3hrs Curing 3.5 .5 lunch/3hrs Curing 3.5 .5 lunch/3hrs Curing .5 .5 lunch .5 .5 lunch 4.5 4.5 .5 .5 lunch 4.5 4.5 .5 .5 lunch .5 lunch 3 2.5 .5 .5 lunch/3hrs Curing 2 2 2 2 4.5 4.5 5 4 2 2 5 4 5 4 Construction Inspector �� Title RON OEN, RESIDENT ENGINEER Start End Reg hrs OT hrs 07:00 16:30 8 1.5 si��s c.4aoosa assoc�arss Enic �cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 2 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 05 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 06/30/2020 Contractor: Shift Hrs: American Civil Construction 2990 Bay Vista Court, Suite D 07:00 to Benicia, CA 94510 0 16:30 Safety: Covid 19 sign in sheet was signed by the workers. Hector Ortega check with workers on their health status regarding Covid-19 sign -in sheet. All signs and cones placed as per each Bridge Site Traffic Plan. All workers had hard hat, reflective safety vest, steel toed shoes, safety glasses and face mackc ac ranuirarl by C:nvirl-19 Clnaratnr of Rhnt hlactar Karl ranuirarl racniratnr whiles nnaratinn � Inspections Made: BRIDGE 37C-0271 IOOF AVE: ACC arrived and mobilized at 0700hrs but no road closures or work until 0800hrs. ACC closed one lane of traffic and utilized flaggers to control all traffic. Once traffic was closed entire side was hand cleaned of all debris, then swept and vacuumed with street sweeper. Entire side was then shot blasted and vacuumed utilizing Roadabrator. Entire Deck was hand swept and air cleaned using high pressure air. After deck (62'x36'=2232sf, say 2300sf) was thoroughly cleaned Inspector observed (Deck Temp of 76F/Ambient 68F) approx. 30gals of Methacrylate hand mixed and uniformly applied using 5gal buckets and squeegee at a approx 90sf rate as guided by Foreman for a uniform placement and to avoid puddling. Kwik-Bond Top sand was hand applied to entire deck prior to Methacrylate completed curing. After approx 90min Solid -A -Sorb (Diatomaceous Earth Absorb) absorbent placed using lawn fertilizer spreader to assure no puddling and to absorb added wax. After approx. 10min deck was vacuumed by sweeper/vacuum one last time. Foreman and Inspector walked entire deck area checking for cure of Methacrylate and lane was reopened to traffic. NOTE: Same process and placement application was completed on 2nd half of bridge and Inspected by Foreman and Inspector prior to reopening Bridge up to two way traffic. BRIDGE 37C-0339 MURRAY AVE: See comment section below. Samples Taken: Verdico took 4-Air Quality Control Samples from IOOF Ave. and 1-control. Verdico took 4-Air Quality Control Samples from Murrav Ave. and 1-control. (10-totall Items Complete: See Inspections Made. Deficiencies/Items Pending: None Noted. Comments: C C BRIDGE 37C-0339 MURRAY AVE: ACC arrived and mobilized at 1200hrs but no road closures or work until 1215hrs. ACC closed one lane of traffic and utilized flaggers to control all traffic. Once traffic was closed entire side was hand cleaned of all debris, swept and vacuumed with street sweeper. Entire side was then shot blasted and vacuumed utilizing Roadabrator. Deck was again hand swept and air cleaned using high pressure air. After deck (106'x62=6572sf, say 6600sf) was thoroughly cleaned Inspector observed (Deck Temp of 127E/Ambient 86F) approx. 74gals of Methacrylate hand mixed and uniformly applied using 5gal buckets and squeegee at a approx 90sf rate as guided by Foreman for uniform placement and to avoid puddling. Kwik-Bond Top sand was hand applied to entire deck prior to Methacrylate completed curing. After approx 90min Solid -A -Sorb (Diatomaceous Earth Absorb) absorbent placed using lawn fertilizer spreader to assure no puddling and to absorb added wax. After approx.10min deck was vacuumed by mniccnorhmn a im nnc he4 fiime Gnrcm�n �nrl Inencrfinr �nml4crl cnfiirc rlcn4 nrcn nc�nlrinn fnr ni irc of �Acfih�rndnfic �nrl knee �nicrc renncncrl fin firoffi� Gary Marhofer Inspector's Name Construction Inspector Title Start End Reg hrs OT hrs 07:00 16:30 1.5 '�i sis�s cAFaoosA ASSOCIATES INC RON OEN, RESIDENT ENGINEER DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Project Title: Gilroy BPMP -City Project Number 18-PW-246 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D ��- �,' Shot blasting IOOF Ave bridge deck. Applying Methacrylate. C u Air quality control testing. Page 3 of 4 Report No.: 05 Date: 06/30/2020 Shift Hrs: 07:00 to 16:30 _.Y�,_�.. —� - -- -- .--__� ...- ... _ � i•. � '�`,� ,,.._... ;, � ;i Final sweeping of completed Metharylate application and placement of Floppies. Gary Marhofer Construction Inspector Inspector's Name �� ,/� Title s��s ;.o.aoosa RON OEN, RESIDENT ENGINEER OSSCGL�76S 41UC � Start 07:00 End 16:30 Reg hrs g OT hrs 1.5 3cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 4 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 05 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 06/30/2020 Contractor: Shift Hrs American Civil Construction 07:00 to 2990 Bay Vista Court, Suite D �__._._ �„ „��,,. 0 Shot blasting Murray Ave bridge deck. Applying top sand to Methacrylate. Applying Methacrylate. 16:30 a � � ti. , _� Final sweeping of completed Murray Ave Bridge deck. Gary Marhofer Construction Inspector Inspector's Name �� ,/� Title s��s ;.o.aoosa RON OEN, RESIDENT ENGINEER OSSCGL�76S 41UC �4 � Start 08:00 End 16:30 Reg hrs g OT hrs 1.5 3cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 1 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 06 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 07/01/2020 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Benicia, CA 94510 • �itp of �ilrup •w PUBLIC WORKS DEPARTMENT ice. 7351 ROSANNA STREET '� GILROY, CA 95020-6197 � Ph:408-846-0451 N Fax:408-846-0429 � J O EQUIPMENT AND/OR LABOR `V M O Trade/Description of I Name of Worker or Worker/Equipment Equipment ID # M Contractor Personnel ACC/Foreman Hector Ortega (ACC) ACC/Operator Roman Gutierrez ACC/Operator Frank Cordeiro ACC/Foreman Raul Ortega ACC/Laborer Fernando Medina ACC/Laborer Marcus Gutierez ACC/Laborer Eugenio Preciado Contractor Equipment ACC/Laborer Martin Flores ACC/Foreman/Traffic Cody Vollmers ACC/Laborer/Flagger Cameron Vollmers Subcontractor #1 Personnel Statewide/Flagger Louie Souza Statewide/Flagger Angleina Salinas Verdico/CSP Tim Anenson Subcontractor #1 Equipment Statewide F350 Flat Bed Subcontractor #2 Personnel ACC/Airman Compressor PDS1855 ACC/Goff Roadabrator 175-D30 ACC/F350 Pick Up Subcontractor #2 Equipment ACC/F550 Flat Bed ACC/Elgin Sweeper truck Road Wizard ACC/F450 Utility Truck ACC/F650 Flat Bed Gary Marhofer Inspector's Name si��s c.4aoosa associarss Enic Shift Hrs: 07:00 0 HOURS -SPECIFICATION SECTION Q ¢ � in Q LL �+ � N p � >' N N O � � � N u_ � � U � N � M (O � O O O O O U U U U U M M M M M 4.5 4.5 2.5 2.5 3 3 4.5 4.5 3 2.5 3 2.5 3 2.5 3 3 5 4 5 4 4.5 4 4.5 4 3 2.5 I.'�.7 2 2 2 2 5 5 5 5 2 2 5 5 5 5 Construction Inspector �� Title RON OEN, RESIDENT ENGINEER to 16:30 WEATHER Sunny Low 53 ° High 69 ° L U � Remarks or Reason for 7 J Idleness 5 .5 lunch .5 lunch/3hrs Curing .5 lunch/3hrs Curing .5 lunch/3hrs Curing .5 lunch/3hrs Curing .5 lunch/3hrs Curing .5 lunch/3hrs Curing .5 lunch/3hrs Curing .5 .5 lunch .5 .5 lunch .5 lunch .5 lunch .5 lunch .5 lunch/3hrs Curing Start End Reg hrs OT hrs 07:00 16:30 8 1.5 �cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 2 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 06 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 07/01/2020 Contractor: Shift Hrs: American Civil Construction 2990 Bay Vista Court, Suite D 07:00 to Benicia, CA 94510 0 16:30 Safety: Covid 19 sign in sheet was signed by the workers. Hector Ortega check with workers on their health status regarding Covid-19 sign -in sheet. All signs and cones placed as per each Bridge Site Traffic Plan. All workers had hard hat, reflective safety vest, steel toed shoes, safety glasses and face mackc ac ranuirari by Cnviri-19 llnaratnr of Shnt hlactar hart rani iirari racniratnr whiles nnaratinn � Inspections Made: BRIDGE 37C-0363 CHURCH STREET: ACC arrived and mobilized at 0700hrs but no road closures or work until 0800hrs. ACC closed one lane of traffic and utilized flaggers to control all traffic. Once traffic was closed entire side was hand cleaned of all debris, then swept and vacuumed with street sweeper. Entire side was then shot blasted and vacuumed utilizing Roadabrator. Entire Deck was hand swept and air cleaned using high pressure air. After deck (55'x98'=5390sf, say 5400sf) was thoroughly cleaned Inspector observed (Deck Temp of 76F/Ambient 86F) approx. 60gals of Methacrylate hand mixed and uniformly applied using 5gal buckets and squeegee at a approx 90sf rate as guided by Foreman for a uniform placement and to avoid puddling.(NOTE: Foreman and Inspector noticed that bridge deck was absorbing more than expected and deck required apprx 10ga1 extra of Methacrylate than what was first applied. TOTAL 70gals.) Kwik-Bond Top sand was hand applied to entire deck prior to Methacrylate completed curing. After approx 90min Solid -A -Sorb (Diatomaceous Earth Absorb) absorbent placed using lawn fertilizer spreader to assure no puddling and to absorb added wax. After approx. 10min deck was vacuumed by sweeper/vacuum one last time. Foreman and Inspector walked entire deck area checking for cure of Methacrylate and lane was reopened to traffic. NOTE: Same process and placement application was completed on 2nd half of bridge and Inspected by Foreman and Inspector prior to reopening Bridge up to two way traffic. NOTE: Inspector noticed prior to Methacrylate being applied that from BB to EB a noticeable longitudinal crack just West of Center line. Measurement of the crack revealed that the crack had a maximum width of .080" or 3/32". Inspector then went to the bottom of the bridge and nhcanrarl that Chic Innnifi iriinal crack annaararl to nn thrni inh tha ruck anri fnllrrniarl tha coma lino ac tha nhcarvarl crack nn tnn of clack (`rack �niiritF� Samples Taken: Verdico took 5-Air Quality Control Samples from Church St. and 1-control Verdico took 5-Air Quality Control Samnles from Farrell Ave. and 1-control. (12-totall 0 Items Complete: NOTE: Totals quantities for all 6 bridges: Methacrylate-(30+30+27+74+70+701 = 301 oals 0 Deficiencies/Items Pending: None Noted Comments: BRIDGE 37C-0352 FARRELL STREET: ACC arrived and mobilized at 1200hrs but no road closures or work until 1215hrs. ACC closed one lane of traffic and utilized flaggers to control all traffic. Once traffic was closed entire side was hand cleaned of all debris, swept and vacuumed with street sweeper. Entire side was then shot blasted and vacuumed utilizing Roadabrator. Deck was again hand swept and air cleaned using high pressure air. After deck (113'x45'=5085sf, say 5100 sf) was thoroughly cleaned Inspector observed (Deck Temp of 113E/Ambient 72F) approx. 70gals of Methacrylate hand mixed and uniformly applied using 5gal buckets and squeegee at a approx 90sf rate as guided by Foreman for uniform placement and to avoid puddling. Kwik-Bond Top sand was hand applied to entire deck prior to Methacrylate completed curing. After approx 90min Solid -A -Sorb (Diatomaceous Earth Absorb) absorbent placed using lawn fertilizer spreader to assure no puddling and to absorb added wax. After approx.10min deck was vacuumed by e�nieerierhi�n a im nne hef fiime Fnremnn nnrl Inenerfinr �nml4erl enfiire rler4 nre� rher4inn fnr n ire of Mefihnrrvl fie enri Innee �niere rennenefl fn frnffi� Gary Marhofer Inspector's Name Construction Inspector Title Start 07:00 End 16:30 Reg hrs 8 OT hrs 1.5 BIGCwS CAR�OSA RON OEN, RESIDENT ENGINEER ��` ASSOCIATES IILC DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Project Title: Gilroy BPMP -City Project Number 18-PW-246 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Shot blasting Church St bridge deck. Applying Methacrylate. Gary Marhofer Inspector's Name C ��. Air quality control testing. .�_ -�� --'"��_ Page 3 of 4 Report No.: 06 Date: 07/01/2020 Shift Hrs: 07:00 to 16:30 _ - =�..� ._ ,� ' k ,�,�x�, � ; , � da;� �tf" .,r � - � �'+'': y,�- '' - ^z,'• #� � ,y ' act '. Final sweeping of completed Metharylate application. Construction Inspector �� l ,J� Title RON OEN, RESIDENT ENGINEER � Start End Reg hrs OT hrs 07:00 16:30 8 1.5 s��s ±,4ROOSA OSSCCIL�76S 41UC 3cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Project Title: Gilroy BPMP -City Project Number 18-PW-246 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Shot blasting Farrell Ave bridge deck. Applying top sand to Methacrylate. Page 4 of 4 Report No.: 06 Date: 07/01/2020 Shift Hrs: 07:00 to C 16:30 i• i - �' ` y �..-_� •.` r. � T - �_ .._t �: Applying Methacrylate. t� �: _ Final sweeping of completed Farrell Ave Bridge deck and install of floppies. Gary Marhofer Construction Inspector Inspector's Name �� j�� Title s��s ;.o.aoosa RON OEN, RESIDENT ENGINEER OSSCCIL�76S 41UC � Start 08:00 End 16:30 Reg hrs g OT hrs 1.5 3cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 1 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 07 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 07/O8/2020 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Benicia, CA 94510 • �itp of �ilrup •w PUBLIC WORKS DEPARTMENT ice. 7351 ROSANNA STREET '� GILROY, CA 95020-6197 Ph:408-846-0451 Fax:408-846-0429 EQUIPMENT AND/OR LABOR Trade/Description of I Name of Worker or Worker/Equipment Equipment ID # Contractor Personnel ACC/Forman Doug VanNote Contractor Equipment Ford F250 P/U Shift Hrs: 08:00 0 HOURS -SPECIFICATION SECTION � N Q ¢ � � � in Q N in � >' N � i N N O � � � (6 � u_ � � U � NO N � M (O � 0 0 0 0 0 0 � � � � � � M M M M M M 2 .5 1 2.5 2 2 .5 1 2.5 2 to 16:00 WEATHER Sunny o Low 54 ° c O U High 80 ° U L m� Remarks or Reason for � J Idleness 5 .5 lunch Subcontractor #1 Personnel SSSStriping/Laborer Patrick McGee 2 .5 1 2.5 2 .5 .5 lunch SSSStriping/Apprantice Vicente Valdez 2 .5 1 2.5 2 .5 .5 lunch SSSStriping/Laborer Mark Thomas 2 .5 1 2.5 2 .5 .5 lunch SSSStriping/Apprantice Cameron Downing 2 .5 1 2.5 2 .5 .5 lunch SSSStriping/Laborer Darrick Garcia 2 .5 1 2.5 2 .5 .5 lunch Subcontractor #1 Equipment SSSS/Nino 195 F/B Arrow Truck 2 .5 1 2.5 2 .5 SSSS/F350 U/T Arrow Truck 2 .5 1 2.5 2 .5 SSSS/Peterbilt F/B Mixer/Heater 2 .5 1 2.5 2 .5 SSSS/Graco ThermoLazer Striper 2 .5 1 2.5 2 .5 SSSS/Graco ThermoLazer Striper 2 .5 1 2.5 2 .5 Subcontractor #2 Personnel Subcontractor #2 Equipment Gary Marhofer Inspector's Name Construction Inspector �� Title RON OEN, RESIDENT ENGINEER Start End Reg hrs OT hrs 08:00 16:00 8 si��s c.4aoosa associarss Enic �cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Page 2 of 4 Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Report No.: 07 Project Title: Date: Gilroy BPMP -City Project Number 18-PW-246 07/08/2020 Contractor: Shift Hrs: American Civil Construction 2990 Bay Vista Court, Suite D 08:00 to Benicia, CA 94510 0 16:00 Safety: Covid 19 sign in sheet was signed by the workers. Hector Ortega check with workers on their health status regarding Covid-19 sign -in sheet. All signs and cones placed as per each Bridge Site Traffic Plan. All workers had hard hat, reflective safety vest, steel toed shoes, safety glasses and face mackc ac ranuirari by Cnviri-19 0 Inspections Made: BRIDGE 37C-0321 FOREST STREET: (STRIPING) ACC arrived at 0800hrs cleaned bridge deck to prepare surface for striping. SSStripe mobilized at 0800hrs laid out 2-63' 4" White fog lines, 1-63' 6" White fog line and 2-63' 4" Yellow lines for centerline. Inspector observed layout and placement of 2-63' 4" White, 1-63' 6" White and 1-63' 4" Double -Yellow Thermoplastic Centerline. BRIDGE 37C-0271 I.O.O.F. AVE: (STRIPING) ACC arrived at 1000hrs cleaned bridge deck to prepare surface for striping. SSStripe mobilized at 1000hrs laid out 2-4" Yellow lines for centerline. Inspector observed layout and placement of 1-63' 4" Double -Yellow Thermoplastic Centerline. BRIDGE 37C-0339 MURRAY AVE: (STRIPING) ACC arrived at 1100hrs cleaned bridge deck to prepare surface for striping. SSStripe mobilized at 1100hrs laid out 2-4" White fog lines, 2-6" Fog lines and 2-4" Yellow lines for centerline. Inspector observed layout and placement of 2-107' 4" White, 2-107' 6" White and 1-107' 4" Double -Yellow Thermoplastic Centerline. BRIDGE 37C-0363 CHURCH STREET: (STRIPING) ACC arrived at 1200hrs cleaned bridge deck to prepare surface for striping. SSStripe mobilized at 1200hrs laid out 4-(i" Fog lines and 2-4" Yellow lines for centerline. Inspector observed layout and placement of 4-98' 6" White, 1-98' 4" Double -Yellow Thermoplastic Centerline, 1-A24A Bike Lane Arrn�ni and 1_ Aid(' Riker I ana Svmhnl �niith narcnn 0 Samples Taken: None Items Complete: TOTAL Striping quantities: 4" White Striping- 3401f 6" White Striping- 8941f 8" White Striping - 1151f 4" Double -Yellow Striping-4461f Combined Stripe Quantities: 17951f 1-Left Arrow 1-A24A Bike Lane Arrow 1- A24C Bike Lane w/Person 0 Deficiencies/Items Pending: None Comments: Continuation from Inspection Section. BRIDGE 37C-0352 FARRELL AVE.: (STRIPING) ACC arrived at 1430hrs cleaned bridge deck to prepare surface for striping. SSStripe mobilized at 1430hrs laid out 1-8" Channelizing line, 2-6" Fog lines and 1-4" Double -Yellow lines for centerline. Inspector observed layout and placement of 1-115' 8" White, 1-112' 6" White,1-113' 6" White and 1-115' 4" Double -Yellow Thermoplastic Centerline and 1-Left Turn Arrow. Gary Marhofer Inspector's Name Construction Inspector Title Start End Reg hrs OT hrs 08:00 16:00 61GGS CAROOSA RON OEN, RESIDENT ENGINEER ��` ASSOCIATES INC DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Project Title: Gilroy BPMP -City Project Number 18-PW-246 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Completed striping at Forest looking South. Page 3 of 4 Report No.: 07 Date: 07/08/2020 Shift Hrs: 08:00 to 16:00 C - �� ._ _ .��. ,� �` Completed centerline at I.O.O.F looking West. Applying Striping on Murray looking South. Completed Striping on Murray looking North. Start Gary Marhofer Construction Inspector � End Inspector's Name �� 1-�� Title � Reg hrs OT hrs s��s ;.o.aoosa RON OEN, RESIDENT ENGINEER OSSCCIL�76S 41UC 08:00 16:00 8 3cr_ DocuSign Envelope ID: FDOF3DCE-8511-444D-8084-C90E99A42B30 City of Gilroy, Department of Public Works Daily Inspection Report Federal Project: BPMP-5034(026) Bridge No.: 37C-0339, 37C-0320, 37C-0321, 37C-0271, 37C-0351, and 37C-0363 Project Title: Gilroy BPMP -City Project Number 18-PW-246 Contractor: American Civil Construction 2990 Bay Vista Court, Suite D Striping layout on Church looking North. Applying striping adhesive Farrell. Gary Marhofer Inspector's Name Page 4 of 4 Report No.: 07 Date: 07/08/2020 Shift Hrs: 08:00 to 16:00 C Completed striping on Church looking North. Completed striping on Farrell looking East. Construction Inspector �� j�� Title RON OEN, RESIDENT ENGINEER Start 08:00 End 16:00 Reg hrs g OT hrs s��s ±,4ROOSA OSSCCIL�76S 41UC 3cr_