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ST9902-CS130904 (3)LETTER OF TRANSMITTAL JOB#3924-01-01 TO: WE ARE SENDING YOU: THESE ARE TRANSMITTED as checked below: X ATTENTION: 8/29/13 SEJ-A SHOP DRAWINGS8/29/13 DATE NO. COTTONWOOD CREEK BRIDGE DESCRIPTIONCOPIES 1 Attached Under separate cover via ____________ the following terms: ckumnick@iowabridge.com IOWA BRIDGE Copy of letter Plans Specificationse-mail Change Order _____________________ Shop drawings WEST SANDY LAKE RD 720 W. WINTERGREEN RD. Fax 972-225-6662 Phone 972-225-1660 HUTCHINS, TEXAS 75141 DATE 3924-01-01 CHRIS KUMNICK RE: CITY OF COPPELL, TEXAS For approval Returned for corrections As requested Return 1-set of corrected prints Resubmit for approval For your use Approved as noted Emailed REMARKS X X X X X X 2 SEJ PLAN SCALE: NO SCALE TYPICAL 2 LOCATIONSABUT 1, ABUT 4 1 SEJ ELEVATION LOOKING UPSTATION SCALE: NO SCALE 4321 REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL A.01 SEJ-A LAYOUT COTTONWOOD CK BRIDGE S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:49 PM, pdfFactory 3 ARMOR PLATESECTION THRU JOINT SCALE: NO SCALE 1 SEJ PANEL ELEVATION SCALE: NO SCALE 2 SEJ PANEL PLAN SCALE: NO SCALE 1 1 1 1 1ST ARTICLE CHECK (SEJ-20)(PULL FROM STOCK) A QTY:2 REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL B.01 SEJ PLATE FABRICATION DETAILS SHEET 1 OF 4 S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:50 PM, pdfFactory 3 ARMOR PLATESECTION THRU JOINT SCALE: NO SCALE 2 SEJ PANEL PLAN SCALE: NTS 1 SEJ PANEL ELEVATION SCALE: NTS 2 QTY:2 1ST ARTICLE CHECK 1 1 1 1 REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL B.02 SEJ PLATE FABRICATION DETAILS SHEET 2 OF 4 S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:51 PM, pdfFactory 3 ARMOR PLATESECTION THRU JOINT SCALE: NO SCALE 2 SEJ PANEL PLAN SCALE: NTS 1 SEJ PANEL ELEVATION SCALE: NTS 3 QTY:2 1ST ARTICLE CHECK 1 1 1 1 REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL B.03 SEJ PLATE FABRICATION DETAILS SHEET 3 OF 4 S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:52 PM, pdfFactory 2 SEJ PANEL PLAN SCALE: NO SCALE 1 SEJ PANEL ELEVATION SCALE: NO SCALE 1ST ARTICLE CHECK 4 QTY:2 3 ARMOR PLATESECTION THRU JOINT SCALE: NO SCALE REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL B.04 SEJ PLATE FABRICATION DETAILS SHEET 4 OF 4 S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:53 PM, pdfFactory 1 PAINT DETAIL SCALE: NO SCALE REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL C.01 SEJ PAINT DETAILS S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:54 PM, pdfFactory END VIEW FIELD SPLICE (STUDS NOT SHOWN FOR CLARITY) 1 ARMOR PLATE SECTION SCALE: NO SCALE 2 ARMOR PLATE ELEVATION (RJ WATSON SYSTEM) 4 FLATTENED GLAND DETAIL SCALE: NO SCALE QTY:4 EA PLAN VIEW FRONT VIEWSIDE VIEW A B A B 3 GLAND TERMINATIONDETAIL AT SIDEWALK CURB SCALE: NO SCALE QTY:4 REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL D.01 SEJ GLAND TERMINATION DETAILS S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:55 PM, pdfFactory REV DATE DRAFTERCHECKED SCALE: CONTROL #: OWNER: GSI #: PROJECT TYPE: CONTRACTOR: NO SCALE PROJECT: PROJECT #: BID DATE: DESCRIPTION SHEETWEST SANDY LAKE ROAD PH 2A ST 99-02 PHASE 2A CITY OF COPPELL, TEXAS SEJ-A (RJ WATSON SYSTEM) IOWA BRIDGE 3924-01-01 4/25/13 0 8/5/13 SDP KS SHOP DRAWINGS SUBMITTAL E.01 SEJ BILL OF MATERIALS SEJ-A (4 IN) BILL OF MATERIALS PART DESCRIPTION AMOUNT UNITS QUANTITY EXTENSION MATERIAL 1SEJ-LF SEJ-A 124.69 LF 01461 1/2"X4 1/2" BOLT 1 EA 28 28 01462 1/2" NUT 1 EA 28 28 01375 5/8"X4" STUD 1 EA 176 176 A108GRD 1015,1018,1020 01377 5/8"X8" STUD 1 EA 188 188 A108GRD 1015,1018,1020 04606 3/4" pipe for spacer x 2.5"EA 28 28 SEJ-20 20' SEJ FROM STOCK 1 EA 2 (INCLUDES PLATE, STUD, SS STRIP & BOLT) (PANEL "1") 03150-24 1/2" X 4" FLAT (QTY 24 LF PL REQD)A-36 (2 PLATES PER SEJ)24 4 96 2 126 1/2"10.5417 LF 4 42.1667 3 134 9/16"11.2135 LF 4 44.8542 4 231 7/8"19.3229 LF 4 TOTAL 8 87.0208 SEJ-SS-STRIP 16 GA x 3/4" x 4'-0" SS STRIP (NOTE 5) EA 44 44 A304 SEJ-SF400 GLAND SILICOFLEX SF 400 LF 126.3333 BRIDGE CENTERS 120'-2"120.1667 LF 1 120.1667 SF400 SEJ-UP 9 1/4"0.7708 LF 8 6.1667 SEJ-SF100 ADHESIVE ADHESIVE EA 29 SEJ-P-200 PRIMER PRIMER EA 2 NOTES:1. STUD ANCHORS TO BE ELECTRIC ARC END-WELDED WITH COMPLETE FUSION PER AWS D1.1. 2. ONE SHOP SPLICE IS PERMITTED IN EACH SHIPPING LENGTH PROVIDED NO PIECE IS LESS THAN 2'-0" LONG AND SUFFICIENT STUDS ARE ADDED TO LIMIT THE STUD TO SHOP SPLICE DISTANCE TO 2" MIN AND 4" MAX. 3. PAINT PORTIONS OF PLATE NOT IN CONTACT WITH CONCRETE WITH THE PRIMER SPECIFIED FOR SYSTEM II PAINT. 4. SEJ DETAILS FOR RJ WATSON SYSTEM. SEE RJ WATSON'S RECOMMENDATIONS FOR INSTALLATION OF SEAL. 5. IN LEIU OF 1/4"x1/2" BAR, FABRICATOR MAY MECHANICALLY FIX A 16 GA. STEEL STRAP IN ITS PLACE. REFERENCE TXDOT JULY 2013 SEJ-A STANDARD SHEET S:\JobData\Job Files\3924 Iowa Bridge & Culvert\3924-01-01 SEJ.dwg, 8/29/2013 3:17:56 PM, pdfFactory