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HomeMy WebLinkAbout3901; FIRE STATION 6; INSPECTION AND/OR TESTING REPORTS; 2007-12-203 q01 8788 Balboa Avenue, San Diego, CA 92123 Special Inspections for Construction Projects DVBE o SB (619) 583.6633 Fax (619) 583.6654 0 December 20, 2007 "G" Force Project No. GF12158 DEC 2 6 ZOo-i DIJOEK & ASSOCIATES Dudek & Associates Jason 1645 S. Rancho Santa Fe Road, Suite 201 San Marcos, CA 92078 RE: INSPECTION and/or TESTING REPORTS Carlsbad Fire Station #6 7201 S. Rancho Santa Fe Road In reference to the above project, please find copies of the field inspector/technician's daily reports and/or original laboratory test results enclosed for your records. If you should have any questions regarding this project or we can be of further assistance to you, please don't hesitate to contact our office at (619) 583-6633. Respectfully submitted, "G"-Force kQ, 0 1 4k ~M- Teresa )ones Operations Coordinator P0. Box 23096 • San Diego, CA 92193 Cp=jZZJ Special Inspections for Construction Projects DVBE • SB (6'191583-6633 Fax (619) 583-6654 ')AILY FIELD REPORT ®CONSECUTIVE I AM AUTHORIZED BY THE D City of San Diego 0 DSA ASNT INDICATED AGENCY TO PERFORM EJ CALTRANS 0 ICBO 'ACI SPECIAL INSPECTION IN THE o OSHPD AWS CATEGORY CHECKED. 0 Other JOB ADDRESS 1Zol 1&Ho WT f 9. OWNER OR PROJECT NAME CONSTR. MATERIAL (TYPE, GRADE. ETC.) ® DESIGN STRENGTH 0 I SOURCE OF 4 op DESCRIBE MATERIAL (MIX DESIGN. RE-BAR GRAD E & M A N U F A C T U R E R . W E L D - R O D , E T C . ) MIX f - i.i u X17iP1h - 1 3/91' 1/MJD PROJECT NO. INSPECTION DATE 0 FOR WEEK ENDING / 4. REINFORCED CONCRETE J STRUCTURAL STEEL ASSEMBLY O PRE-STRESSED CONCRETE 0 DEEP FOUNDATION O REINFORCED MASONRY 0 SPRAY-APPLIED FIREPROOFING D Other 0 BUILDING PERMIT NUMBER PLAN FILE NUMBER IVIA ® A7LICATION NUMBER 102 MFGR. ARCHITECT 13 ® ENGINEER GENERAL CONTRACTOR c3 CONTRACTOR PERFORMING REPORTED WORK wAk 1 ARRIVAL TIME / DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES T A K E N , W O R K R E J E C T E D , J O B P R O B L E M S , DEPARTURE WORK INSPECTED PROGRESS, REMARKS, ETC. TIME I2:3o,2:. WrAwifff TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS - O6 I).(1. ( (1 flo'C'91 cYuMc SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. CONTENT OF THIS REPORT AND FEE CHARGES MA Y B E T H E R E S P O N S I B I L I T Y OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHiTE - FILE • CANARY - CLIENT • PINK - INSPEC7VR '/a(c NAME OFJ1EGISTERED INSPECTOR/ENGINEER/ T E C H N I C I A N ( P l e a s e P r i n t ) MOM c SIGMA I CERTIFICATION NUMBER CERTIflEA1E OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, IRE ABOVE REP O R T E c W O R K . U N L E S S O T H E R W I S E NOTED, IS IN CONFORMANCE WITH THE APPROVED P L A N S A N D S P E C I F I C A T I O N S , AND THE APPLICABLE WORKMANSRIP PROVISIONS O F T H E G O V E R N I N G S T A N D A R D S . ® P0. Box 23096 • San Diego, CA 92193 FO E Special Inspections for Construction Projects DVBE • SB (619) 583-6633 Fax (619) 583-6654 - V CONSECUTIVE FIELD REPORT REPORT NO. PROJECT NO. INSPECTION DATE ---c76p'i 2 ENDING (f / ( /0'7 ,- FOR WEEK , - __4 AUTHORIZED BY THE 0 City of San Diego 0 DSA ASNI INDICATED AGENCY TO PERFORM CALTRANS 0 ICBO ACI SPECIAL INSPECTION IN THE OSHPD 0 AWS CATEGORY CHECKED. 0 Other 0 REINFORCED CONCRETE PRE-STRESSED CONCRETE 0 REINFORCED MASONRY STRUCTURAL STEEL ASSEMBLY 0 DEEP FOUNDATION 0 SPRAY-APPLIED FIREPROOFING JOB ADDRESS '7Z/_. I BUILDING PERMIT NUMBER @ ________________________ _ _ _ _ _ PLAN FILE NUMBER OWNER OR PROJECT NAME OA,zII9P F,ø cr/i- APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE, ETC.) 6 DESIGN STRENGTH SOURCE OF MFGR. A1CHITECT DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) ,/ft ENGINEER GENERAL CONTRACTOR CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF WORK INSPECTED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. )gq5,,4oD 8p' it/ / LET c'p3 _P)eøCU/' _(eff1J. ___________ s4- frV 7-i t44&• TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS I _(4y () '2.. 2 _) e P 3 NAME OF REGISTERED INSPECTOR/ENGINEER/TECHNICIAN (Please Print) ITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. :ONTENr OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WRITE - FRI • CANARY - CLIENT • PINK - INSPECTOR SIGNATURE . CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. PROJECT NO. GF12 158 INSPECTION DATE November 16, 2007 FOR WEEK 2 FNnING 11 / 17 / 07 ® P.O. Box 23096 • San Diego, CA 92193 FORCE Special Inspections for Construction Projects DVBE • SB (619) 583-6633 Fax (619) 583-6654 ILY FIELD REPORT (a) CONSECUTIVE I AM AUTHORIZED BY THE Z City of San Diego 0 DSA 0 ASNT INDICATED AGENCY TO PERFORM [J CALTRANS ICBO 0 ACI SPECIAL INSPECTION IN THE o OSHPD 0 AWS CATEGORY CHECKED. 0 Other ICC 5274335X4 fl REINFORCED CONCRETE STRUCTURAL STEEL ASSEMBLY® [] PRE-STRESSED CONCRETE 0 DEEP FOUNDATION REINFORCED MASONRY 0 SPRAY-APPLIED FIREPROOFING 0 Other JOB ADDRESS () 7201 RANCHO SANTA FE ROAD CARLSBAD, CA. BUILDING PERMIT NUMBER @t CB062002 PLAN FILE NUMBER OWNER OR PROJECT NAME CARLSBAD FIRE STATION #6 APPLICATION NUMBER () CONSTR. MATERIAL (TYPE. GRADE. ETC.) () GRADE N-i BLOCK TYPES MORTAR DESIGN Tj10 1800 (MORTAR) SOURCE OF MFGR. ® IORCO ARCHITECTWLC ARCHITECTS 10470 FOOTHILL () RANCHO CUCAMONGA, CA. 909-987-0909 DESCRIBE MATERIAL (MIX DESIGN. RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) () ENGINEER K.B. LEIJNG & ASSOCIATES, INC. () 9320 BASELINE AVE. ALTA LOMA, CA. 909-944-0029 GENERAL CONTRACTOR EDGE CONSTRUCTION CONTRACTOR PERFORMING REPORTED WORK NEW DIMENSION ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. () WORK INSPECTED PROGRESS, REMARKS, ETC. 6:30AM TO 3:30PM OBSERVED PLACEMENT OF C.M.U. STARTER COURSE FOR STEM WALLS LOCATED BETWEEN NOVEMBER 16,2007 GRIDLINES 4 TO 6 @ C TO G LINES. VERIFIED BLOCK GRADE N-i AND TYPE S MORTAR USED WITH A 1800 PSI PER PLANS AND SPECS. WHILE I WAS VERIFYING STEEL PLACEMENT I FOUND THAT THE JAMB REINFORCEMENT PER DETAILS 2,3/S-5.1,16 A,C,D/S1 .4 WERE MISSING. I. NOTIFIED THE SUB-CONTRACTOR AND SUPERINTENANT. CURRENTLY WAITING FOR AN RFI TO RESOLVE THIS ISSUE. I MADE 1 SET OF MORTAR SAMPLES CONSISTING OF 3 CYLINDERS. G-FORCE PICKED UP CMU BLOCKS FOR UNIT TESTING CONSISTING OF 6 BREAKS PER PROJECT INSPECTOR DAVID. DETAILS USED WERE GENERAL NOTES ON SKEET S-1.1, FOUNDATION PLANS S-2.1, S-7. 1, S-8.1, AND DETAILS LISTED ABOVE. WORK STILL IN PROGRESS. TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS 19 20 NOAH T. LYSEK 6:30AIvI TO 3:30PM 8HRS IHR NAME OF~REGISTERSPECTOR! INEER/FECHNICIAN (Please Print) 5274335-X4 SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. r,c CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE. FILE • CANARY - CLIENT • PINK - INSPECrOR SIGNAT1l .,.._- CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, 15 IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, - AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. Construction Quality Assurance Management 'DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST I-,SJJECT NAME Carlsbad Fire Station #6 DSA FILE NO. ** PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. ** OWNER ** PROJECT NO. GF12158 ARCHITECT ** BLDG. PERMIT NO. ** STRUCTURAL ENGINEER ** BLDG. PLAN FILE NO. ** CONTRACTOR.. EDGE GOVERNMENT NO. ** PROJECT INSPECTOR David Babcock GOVERNING AGENCY ** SAMPLE DATA REPORT OF El CONCRETE D MORTAR GROUT HS GROUT PRISM J OTHER PLACEMENT DATE 11/2/2007 - DATE RECD IN LAB 11/5/2007 PROCESSED BY: KG SUPPLIER Palomar Transit Mix MIX DESIGN PSI 4000 MIX NUMBER 3040052 MIX DESCRIPTION 1" 3/8" w/sand 15% flyash TYPE OF CEMENT II TICKET NO. 228438 TRUCK NO. 1553 LOAD NO. 6 AT (YDS.) 25 OF TOTAL YDS. 38 ADMIXTURE WRDA64 SLUMP (IN.) 6.00 SPEC (IN.) TIME BATCHED 8:03 AM TIME SAMPLED 9:05 AM AGE (minutes) 62 SET NO. 2 AIR (%) ** SPEC (%) ** AIR TEMP. (deg.) 60 CONC. TEMP. (deg.) 70 SPEC(deg.)90 max SPECIFIED STRENGTH (psi) 3000 @ 28 DAYS SAMPLES MADE BYk ___@_DAYS' NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT S.O.G. framed areas LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) ' COMPRESSIVE STRENGTH (psi) 7 19264A ' 11/9/2007 6.00x 12 28.27 115,890 C 4100 28 19264B 11/30/2007 6.00x 12 28.27 153,490 C 5430 28 19264C 11/30/2007 6.00x 12 145,640 C 5150 56 19264D 12/28/2007 6.00 x 12 L:;H Discarded C Discarded Materials were sampled and tested in general accordance with California Test Methods. Materials were sampled and tested in general accordance with ASTM and project documents. Materials were sampled and tests were performed In accordance with DSA approved documents. REMARKS: Meets Project comoressive REVIEWED BY: Inlow, Laboratory Manager STRIBUTION: Leighton Consulting YES NO X YES NO YES NO DATE: ItRJ5,fO7 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 aF Fax 619-583-6654 3536 Concours Avenue, Suite 110 Ontario, CA 91764 909-481-6833 4 Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management 1VF0RCE DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST ROJECT NAME PROJECT ADDRESS OWNER ARCHITECT STRUCTURAL ENGINEER CONTRACTOR PROJECT INSPECTOR Carlsbad Fire Station #6 7201 S. Rancho Santa Fe Road ** ** EDGE David Babcock DSA FILE NO. ** DSA APPLICATION NO. ** PROJECT NO. GF12158 BLDG. PERMIT NO. BLDG. PLAN FILE NO. ** GOVERNMENT NO. ** GOVERNING AGENCY ** SAMPLE DATA REPORT OF M CONCRETE D MORTAR D GROUT HS GROUT J PRISM OTHER PLACEMENT DATE 11/2/2007 SUPPLIER Palomar Transit Mix MIX NUMBER 304505 TYPE OF CEMENT II LOAD NO. 3 ADMIXTURE WRDA64 TIME BATCHED 6:39 AM SET NO. I AIR TEMP. (deg.) 60 DATE REC'D IN LAB 11/5/2007 PROCESSED BY: KG MIX DESIGN PSI 4500 MIX DESCRIPTION 1" 3/8" wlsand flyash TICKET NO. 228428 TRUCK NO. 1333 AT (YDS.) 23 OF TOTAL YDS. 28.5 SLUMP (IN.) 3.50 SPEC (IN.) TIME SAMPLED 7:50 AM AGE (minutes) 71 AIR (%) SPEC (%) ** CONC. TEMP. (deg.) 72 SPEC (deg.) 90 max SPECIFIED STRENGTH (psi) 4500 @ 28 DAYS SAMPLES MADE BYK @ _DAYS NO. OF SPECIMENS CAST: 4 3CATION OF PLACEMENT S.O.G. Apparatus Bay LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH (psi) 7 19263A 11/9/2007 6.00x 12 28.27 120,880 C 4280 28 19263B 11/30/2007 6.00x 12 1 28.27 157,560 C 5570 28 19263C 11/30/2000 6.00x 12 28.27 143,890 C 5090 56 19263D 12/28/2007 6.00 x 12 28.27 Discarded C Discarded Materials were sampled and tested In general accordance with California Test Methods. Materials were sampled and tested In general accordance with ASTM and project documents. Materials were sampled and tests were performed in accordance with DSA approved documents. YES YES YES NO NO X HNO REMARKS: Meets strencith reauirements. RP\/lP'A/Pfl RY. DATE: Inlow, Laboratory Manager STRIBUTION: Leighton Consulting 8788 Balboa Avenue s. San Diego, CA 92123 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 • Ontario, CA 91764 • 909-481-6833 Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management CE DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST DROJECT NAME Carlsbad Fire Station #6 DSA FILE NO. ** PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. ** OWNER ** PROJECT NO. GF12158 ARCHITECT ** BLDG. PERMIT NO. ** STRUCTURAL ENGINEER ** BLDG. PLAN FILE NO. ** CONTRACTOR EDGE GOVERNMENT NO. ** PROJECT INSPECTOR David Babcock GOVERNING AGENCY ** SAMPLE DATA REPORT OF CONCRETE J MORTAR D GROUT D HS GROUT PRISM OTHER PLACEMENT DATE 10/1812007 DATE RECD IN LAB 10/19/2007 PROCESSED BY: KG SUPPLIER Palomar Transit Mix MIX DESIGN PSI 4000 MIX NUMBER 3040052 MIX DESCRIPTION 3040052-4K L4 TYPE OF CEMENT II TICKET NO. 228084 TRUCK NO. 1331 LOAD NO. 2 AT (YDS.) 12 OF TOTAL YDS. 247 ADMIXTURE WRDA 64 SLUMP (IN.)3.75 SPEC(IN.)4.00 TIME BATCHED 6:05 AM TIME SAMPLED 7:20 AM AGE (minutes) 75 SET NO. I AIR (%) ** SPEC (%) 2+/.l AIR TEMP. (deg.) 54 CONC. TEMP. (deg.) 64 _SPEC (deg.)90 max SPECIFIED STRENGTH (psi) 3000 @ 28 DAYS SAMPLES MADE BY GregProut @ DAYS NO. OF SPECIMENS CAST: 4 _DCATION OF PLACEMENT Grade beam on gridline B between 3 & 4 LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH (psi) 7 19226A 10/25/2007 6.00x 12 28.27 115,410 C 4080 28 19226B 11/15/2007 6.00x 12 1 28.27 145,660 C 5150 28 19226C 11/15/2007 6.00x12 28.27 145,110 C 5130 56 19226D 12/13/2007 6.00 x 12 28.27 Discarded C Discarded Materials were sampled and tested In general accordance with California Test Methods. Materials were sampled and tested In general accordance with ASTM and project documents. Materials were sampled and tests were performed in accordance with OSA approved docu m e n t s . YES vss NO NO NO HYES - REMARKS: Meets project compressive strength requirements. REVIEWED BY: DATE: Inlow, Laboratory Manager - jSTRIBUTION: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 r. . Fax 619-583-6654 3536 Concours Avenue, Suite 110 Ontario, CA 91764 • 909-481-6833 Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management C DVBE - SB NJ REPORT OF COMPRESSIVE STRENGTH TEST ROJECT NAME PROJECT ADDRESS OWNER ARCHITECT STRUCTURAL ENGINEER CONTRACTOR PROJECT INSPECTOR Carlsbad Fire Station #6 7201 S. Rancho Santa Fe Road ** ** ** EDGE David Babcock DSA FILE NO. ** DSA APPLICATION NO. ** PROJECT NO. GF12158 BLDG. PERMIT NO. ** BLDG. PLAN FILE NO. ** GOVERNMENT NO. ** GOVERNING AGENCY ** SAMPLE DATA REPORT OF M CONCRETE D MORTAR GROUT OHS GROUT PRISM El OTHER PLACEMENT DATE 10/18/2007 DATE REC'D IN LAB 10/19/2007 PROCESSED BY: KG SUPPLIER Palomar Transit Mix MIX DESIGN PSI 4000 MIX NUMBER 3040052 MIX DESCRIPTION 3040052 -4K L4 TYPE OF CEMENT II TICKET NO. 228100 TRUCK NO. 1392 LOAD NO. 7 AT (YDS.) 66.5 OF TOTAL YDS. 247 ADMIXTURE WRDA64 SLUMP (IN.) 4.25 SPEC (IN.) 4.00 TIME BATCHED 7:00AM TIME SAMPLED 8:14 AM AGE(minutes)74 SET NO. 2 AIR (%)1.60 SPEC (%)2+1-1 AIR TEMP. (deg.) ** CONC. TEMP. (deg.) 65 SPEC (deg.) 90 max SPECIFIED STRENGTH (psi) 3000 @ 28 DAYS SAMPLES MADE BYGregProut @ DAYS NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT Grade beam on gridline 2 between A& E LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH (psi) 7 19227A 10/25/2007 6.00 x 12 28.27 126,340 C 4470 28 19227B 11/15/2007 6.00 x 12 1 28.27 1 165,510 C 5850 28 19227C 1 11/15/2007 6.00x 12 28.27 158,860 C 5620 56 1 19227D 1 12/13/2007 6.00 x 12 28.27 Discarded C Discarded Materials were sampled and tested in general accordance with California Test Methods. H NO Materials were sampled and tested in general accordance with ASTM and project documents. HYES YES NO Materials were sampled and tests were performed In accordance with DSA approved documents. YES NO REMARKS: Meets project compressive strength requirements. REVIEWED BY: DATE: Inlow, Labo—ra-ro—ry Manager ISTRIBUTION: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 'i Fax 619-583-6654 3536 Concours Avenue, Suite 110 > Ontario, CA 91764 909-481-6833 . Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management (4(0RcE DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST OJECT NAME Carlsbad Fire Station #6 DSA FILE NO. PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. ** OWNER ** PROJECT NO. GF12158 ARCHITECT ** BLDG. PERMIT NO. ** STRUCTURAL ENGINEER ** BLDG. PLAN FILE NO. ** CONTRACTOR EDGE GOVERNMENT NO. ** PROJECT INSPECTOR David Babcock GOVERNING AGENCY ** SAMPLE DATA REPORT OF CONCRETE 0 MORTAR J GROUT HS GROUT PRISM i: OTHER PLACEMENT DATE 10118/2007 DATE RECD IN LAB 10/19/2007 PROCESSED BY: KG SUPPLIER Palomar TransitMix MIX DESIGN PSI 4000 MIX NUMBER 3040052 MIX DESCRIPTION 3040052 - 4KL4 TYPE OF CEMENT II TICKET NO. 228134 TRUCKNO.1559 LOAD NO. 25 AT (YDS.) 237.5 OF TOTAL YDS.247 ADMIXTURE WRDA64 SLUMP (IN.) 5.25 SPEC (IN.) 4.00 TIME BATCHED 10:38 AM TIME SAMPLED 12:06PM _AGE (minutes)88 SET NO. 4 AIR (%) _-- SPEC (%)2 +I -I AIR TEMP. (deg.) CONC. TEMP. (deg.) 67 SPEC (deg.) 90 max SPECIFIED STRENGTH (psi) 3000 @ 28 DAYS SAMPLES MADE BYGreg Prout @ DAYS NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT Grade beam on gridline H between I & 2 LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH (psi) 7 19229A 10/25/2007 6.00 x 12 28.27 104,440 C 3690 28 19229B 11/15/2007 6.00x 12 28.27 136,080 1 C 1 4810 28 19229C 11/15/2d07 6.00x 12 28.27 147,800 C 5230 56 19229D 12/13/2007 6.00 x 12 28.27 Discarded C Discarded IvIdlerlals were sampiea ano testea In general accordance with California Test Methods. YES NO Materials were sampled and tested in general accordance with ASTM and project documents. XYEs NO Materials were sampled and tests were performed in accordance with DSA approved documents. YES NO REMARKS: Meets strength requirements. REVIEWED BY: DATE: Inlow, Laboratory Manager STRIBUTION: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 •ii- Ontario, CA 91764 i 909-481-6833 Fax 909-481-4642 www.gforceca.com ® P.O. Box 23096 • San Diego, CA 92193 FORCE Special Inspections for Construction Projects DVBE • SB (619) 583.6633 Fax (619)583-6654 ILY FIELD REPORT CONSECUTIVE PROJECT NO. GF12158 INSPECTION DATE November 19, 2007 FOR WEEK 2 ENDING 11 / 24 / 07 I AM AUTHORIZED BY THE City of San Diego 0 PSA CJ ASNT INDICATED AGENCY TO PERFORM 0 CALTRANS 0 ICBO 0 ACI SPECIAL INSPECTION IN THE 0 OSHPD [] AWS CATEGORY CHECKED. 0 Other ICC 5274335-X4 [J REINFORCED CONCRETE 0 STRUCTURAL STEEL ASSEMBLY 0 PRE-STRESSED CONCRETE 0 DEEP FOUNDATION REINFORCED MASONRY fl SPRAY-APPLIED FIREPROOFING 0 Other __________________________ JOB ADDRESS @ BUILDING 7201 RANCHO SANTA FE ROAD CARLSBAD, CA. PERMIT NUMBER () CB062002 PLAN FILE NUMBER () OWNER OR PROJECT NAME CARLSBAD FIRE STATION #6 APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE. ETC.) @ GRADE N-i BLOCK TYPE S MORTAR [DESIGN Miioc) 800 (MORTAR) 10RCO SOURCE OF MFGR. () ARCH1TECTWLC ARCHITECTS 10470 FOOTHILL () RANCHO CUCAMONGA, CA. 909-987-0909 DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) () ENGINEER K.B. LEUNG & ASSOCIATES, INC. @) 9320 BASELINE AVE. ALTA LOMA, CA. 909-944-0029 GENERAL CONTRACTOR EDGE CONSTRUCTION CONTRACTOR PERFORMING REPORTED WORK NEW DIMENSION ARRIVAL TIME / () DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. (j) WORK INSPECTED PROGRESS, REMARKS, ETC. 7:00AM TO 3:30PM OBSERVED PLACEMENT OF C.M.U.S FOR COLUMNS AND STEM WALLS AT THE FOLLOWING NOVEMBER 19,2007 LOCATIONS. (3) COURSES FOR COLUMNS ON G AND B LINE, (3) COURSES FOR STEM WALLS ON LINE 6 BETWEEN GRID LINES B TO F, AND (3) COURSES FOR WALL ONE LINE PER SHEET S2.1. OBSERVED PLACEMENT OF (6) #5 JAMB REINFORCEMENT BARS EPDXIED ON 5 LINE BETWEEN GRID LINES E & F PER DETAIL 16D/S1.4. EPDXY USED WAS HILTI HIT 150. HOLES WERE DRILLED OUT TO A 314" DIAMETER WITH DOWELS EMBEDDED 12". ALL HOLES WERE CLEANED OUT WITH A WIRE BRUSH AND AIR. WAITING FOR RFI FOR THIS PORTION OF WORK I MADE (1) SET OF MORTAR SAMPLES CONSISTING OF (3) CYLINDERS FOR SECOND SET OF THREE CONSECUTIVE DAYS TYPICAL. OBSERVED PLACEMENT OF ALL REINFORCEMENT FOR WORK PERFORMED TODAY. VERIFIED GRADE OF STEEL, SPACING, AND LAP SPLICES. WORK STILL IN PROGRESS. 44'k) 11 TIME ON SiTE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS 19 20 NOAH T.LYSEK 6+20AM TO [2L,3 OPM -,, NAME OF REG ERED INSP /ENGINEER/FECHNICIAN (Please Print) 5274335-X4 :SITE CONTACT A KED T O .... CONTENT OFTH OF OTHERS. SIGNATURE \uth rized3 WHITE-FILE • CANARY-CUE - SIG INSPECTION HOURS ONLY. CERTIFICATION NUMBER MAY BETH E RESPONSIBILITY RTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, itact I Company AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. ® P.O. Box 23096 • San Diego, CA 92193 FORCE Special Inspections for Construction Projects DVBE • SB (619) 583-6633 Fax (619) 583-6654 IL I' CONSECUTIVE I U I T?PPnPT kin PROJECT NO. cay 17-158 INSPECTION DATE 0 I /i FOR WEEK 11 1 7r, /O_7 1AM AUTHORIZED BY THE 0 City of San Diego DSA ASNT INDICATED AGENCY TO PERFORM CALTRANS 0 ICBO ACI SPECIAL INSPECTION IN THE fl OSHPD AWS CATEGORY CHECKED. 0 Other JOB ADDRESS 72.01 ._gAx4Io_ SANTA _f_ZP. fl REINFORCED CONCRETE - - STRUCTURAL STEEL ASSEMBLY PRE-STRESSED CONCRETE DEEP FOUNDATION 0 REINFORCED MASONRY SPRAY-APPLIED FIREPROOFING 0 Other 0 BUIL1ING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME CA2.LSA9. S-rPnoN !tip ® APPIjCATION NUMBER pt CONSTR. MATERIAL (TYPE, GRADE, ETC.) MC1t1Z DESIN STRENGTH 0 SOURCJ OF MFGR. ARCHITECT LQLC RRfI1t DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER. WELD-ROD, ETC.) TY!P 5.K ENGINEER .8. Lttç 4 4kS50QAllffS . GENERAL CONTRACTOR ED09 csuciio CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. * 5P%MPLE 'Iu? U? -Sel C .3 MOtM. SMAKCS ciwr QN4 11-ICI BY I ZTcR.. WObx LvçE. V, 101 TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS 41 OF TEST SPECIMENS () I 6 I. -5MPL. NAME OF REGISTERED INSPECTOR/ENGINEER/TECHNICIAN (Please Print) B SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - FILE • CANARY - CLIENT • PINK - INSPECTOR CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. I FOR Special Inspections for Constructi o n P r o j e c t s PROJECT NO. ® P0. Box 23096 • San Diego, C A 9 2 1 9 3 DVBE • SB (619) 583.6633 Paz (619) 583-6654 INSPECTION DATE Ji-/- 7 ,- CONSECUTIVE ,-., FOR WEEK DAILY FIELD REPORT REPORT NO. ) ENDING I AM AUTHORIZED BY THE fl City of San Diego fl DSA fl ASNT fl REINFORCED CONCRETE fl STRUCTURAL STEEL ASSEMBLY ( INDICATED AGENCY TO PERFORM CALTRANS Ej ICBO 0 ACI SPECIAL INSPECTION IN THE 0 OSHPD 0 AWS CATEGORY CHECKED. 0 Other Q PRE-STRESSED CONCRETE 0 DEEP FOUNDATION 0 REINFORCED MASONRY 0 SPRAY-APPLIED FIREPROOFING fl Other JOB ADDRESS 7201 -,'o '7 f 2-J i& BUILDING PERMIT NUMBER PLAN FILE NUMBER Cv OWNER OR PROJECT NAME e,*zl.s £'i' FqQF,'Th Q APPtICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE, ETC.) 6 • DESIGN STRENGTH 70 SOURCE OF MFGR. 8 ARCHITECT 1,U ,4'fr?c-rs DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, W E L D - R O D , ETC.) • ENGINEER S X,g, 4 ,* GENERAL CONTRACTOR ClE CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF WORK INSPECTED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECT E D , J O B P R O B L E M S , PROGRESS, REMARKS, ETC. ICE __________ +pi' 'A1. ,3,4,,q: . fr• /EJ i—,---? L.zit _•L -LM' Ii41i TIME ON SITE TRAVEL TIME ___ REGULAR HOURS ___ OVERTIME HOURS # OF TEST SPECIMENS 19 /6W11 c)qy — P,4 2 75 NAME OF REGISTERED INS PECTOR/EM&INEER/TECHNICIAN (Please Pri n t ) OB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ON L Y . HE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPO N S I B I L I T Y uF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - PILE CANARY - CLIENT • PINK-INSPECTOR SIGNATURE '(' . CERTIFICATION NUMBE CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, U N L E S S O T H E R W I NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS. AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARD ® P0. Box 23096 • San Diego, CA 92193 I' (FORCE Special Inspections for Construction Projects PROJECT NO. GF12158 DVBE • SB (619) 583-6633 Fax (619) 583-6654 INSPECTION DATE November 20, 2007 DAILY FIELD REPORT ® F ENDING OR WEEK 11 / 24 / 07 - ... .. r_1 flC ACT I n,,rnDn rnn,rr IIcTolic1DAI CTCCI AccMfV LJ L.J INDICATED AGENCY TO PERFORM -0 &LThANS 0 ICBO 0 ACI SPECIAL INSPECTION IN THE o OSHPD 0 AWS - CATEGORY CHECKED. 0 Other ICC 5274335X4 0 PRE-STRESSED CONCRETE 0 DEEP FOUNDATION j REINFORCED MASONRY 0 SPRAY-APPLIED FIREPROOFING 0 Other - JOB ADDRESS 7201 RANCHO SANTA FE ROAD CARLSBAD, CA. BUILDING PERMIT NUMBER () CB062002 - PLAN FILE NUMBER OWNER OR PROJECT NAME () CARLSBAD FIRE STATION #6 APPLICATION NUMBER © CONSTR. MATERIAL (TYPE, GRADE, ETC.) GRADE N-I BLOCK TYPES MORTAR DESIGN ST4j) 1800 (MORTAR) SOURCE OF MFGR. @ ARCHrrEcrWLC IORCO ARCHITECTS 10470 FOOTHILL - RANCHO CUCAMONGA, CA. 909-987-0909 DESCRIBE MATERIAL (MIX DESIGN. RE-BAR GRADE & MANUFACTU R E R , W E L D - R O D , E T C . ) () ENGINEER K.B. LEUNG & ASSOCIATES, INC. 6J 9320 BASELINE AVE. ALTA LOMA, CA. 909-944-0029 GENERAL CONTRACTOR EDGE CONSTRUCTION - - - - - CONTRACTOR PERFORMING REPORTED WORK NEW DIMENSION - ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. ( WORK INSPECTED PROGRESS, REMARKS, ETC. - 7:00AM TO 3:30PM OBSERVED PLACEMENT OF C.M.U.S FOR COLUMNS AND WALL S A T T H E F O L L O W I N G IOVEMBER 20, 2007 LOCATIONS. (3) COURSES FOR WALLS ON 4LINE AND 5 LINE BETWEEN GRJDL]NESC & G, (2) COURSES FOR COLUMNS AT @ G LINE AND 5 @ GLThJE PER SHEET S2.1. - OBSERVED PLACEMENT OF (13) #5 JAMB REINFORCEMENT BARS EPDXIED ON LINE 4 BETWEEN GRID LINES E & F PER DETAIL 16A, 16C / SI.4. EPDXY USED WAS HILT I H I T 1 5 0 . H O L E S W E R E D R I L L E D O U T TO A 3/4" DIAMETER WITH DOWELS EMBEDDED 8". ALL HOL E S W E R E C L E A N E D O U T W I T H A - WIRE BRUSH AND AIR. WAITING FOR RFI FOR THIS PORTION OF W O R K . I M A D E ( 1 ) S E T O F M O R T A R - SAMPLES CONSISTING OF (3) CYLINDERS FOR THIRD SET OF T H R E E C O N S E C U T I V E D A Y S T Y P I C A L . OBSERVED PLACEMENT OF ALL REINFORCEMENT FOR WORK PE R F O R M E D T O D A Y . V E R I F I E D GRADE OF STEEL, SPACING, AND LAP SPLICES. WORK STILL IN P R O G R E S S . - - % TIME ON SUE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS @ 20 NOAH T. LYSEK NAME OF REGI INSP R/ENGINEER/TECHNICIAN (Please Print) - - - -- 5274335-X4 7:00AM TO 3:30PM ( 8BRS .5HRS 'B SITE CONTAC AS ED 0 1GM VERIFY INSPECTION HOURS ONLY. IE CONTENT OF R A 0 FE C ARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Au ho riled Vb.Sjte Contact / Company WHITE - FILE • CANARY- C jx -INSPECTOR - - SI ATUREr CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE - TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNL E S S O T H E R W I S E NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIF I C A T I O N S , AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING S T A N D A R D S . PROJECT NO. GF 12158 INSPECTION DATE November 21, 2007 FOR WEEK / ENDING 11 24 / 07 ® P.O. Box 23096 • San Diego, CA 92193 FORCE Special Inspections for Construction Projects DVBE • SB (619) 583-6633 Fax(619) 583-6654 LILY FIELD REPORT (a) CONSECUTIVE I AM AUTHORIZED BY THE City of San Diego 0 DSA ASNT INDICATED AGENCY TO PERFORM 0 CALTRANS 0 ICBO 0 ACI SPECIAL INSPECTION IN THE 0 OSHPD 0 AWS CATEGORY CHECKED. D other ICC 5274335X4 0 REINFORCED CONCRETE 0 STRUCTURAL STEEL ASSEMBLY () D PRE-STRESSED CONCRETE 0 DEEP FOUNDATION REINFORCED MASONRY 0 SPRAY-APPLIED FIREPROOFING 0 Other JOB ADDRESS () 7201 RANCHO SANTA FE ROAD CARLSBAD, CA. BUILDING PERMIT NUMBER (j) CB062002 PLAN FILE NUMBER OWNER OR PROJECT NAME CARLSBAD FIRE STATION #6 APPLICATION NUMBER () CONSTR. MATERIAL (TYPE, GRADE. ETC.) ® GRADE N-i BLOCK TYPE S MORTAR J DESIGN 1800 (MORTAR) SOURCE OF MFGR. () ORCO ARCHITECT WI.0 ARCHITECTS 10470 FOOTHILL RANCHO CUCAMONGA, CA. 909-987-0909 DESCRIBE MATERIAL (MIX DESIGN. RE-BAR GRADE & MANUFACTURER, WELD-ROD. ETC.) () ENGINEER K.B. LEUNG & ASSOCIATES, INC. () 9320 BASELINE AVE. ALTA LOMA, CA. 909-944-0029 GENERAL CONTRACTOR () EDGE CONSTRUCTION CONTRACTOR PERFORMING REPORTED WORK NEW DIMENSION ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. 7:00AM TO 3:00PM OBSERVED PLACEMENT OF REMAINING C.M.U.S FOR COMPLETION OF THE FIRST LIFT TO NOVEMBER 21, 2007 BE GROUTED LOCATED BETWEEN GRIDLINES 4 TO 6 AND C TOG. OBSERVED PLACEMENT OF ALL REINFORCEMENT FOR WORK PERFORMED TODAY. VERIFIED GRADE OF STEEL, SPACING, AND LAP SPLICES. ALL CELLS TO BE GROUTED CLEANED OF EXCESSIVE MORTAR FINS THROUGH OUT WORK. WORK STILL IN PROGRESS. TIME ON SITE TRAVEL TIME { REGULAR HOURS OVERTIME HOURS SPECIMENS # OF TEST NOAH T. LYSEK _.- 7:00AM TO 3:00PM 8HRS NAME .- G!~~'l ~5~CTOR/E ~TECHNICIAN (Please Print) .... 5274335-X4______ SITE CCNTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - FILE • CANARY- CLIENT • PINK - INSPECTOR SIGNAT E / CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. ® P0. Box 23096 • San Diego, CA 92193 FORCE Special Inspections for Construction Projects DVBE • SB (619) 5836633 Fax (619) 583.6654 ULY FIELD REPORT ® CONSECUTIVE PROJECT NO. INSPECTION DATE FOR WEEK / 2 ENDING I AM AUTHORIZED BY THE INDICATED AGENCY TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. 0 City of San Diego DSA ASNT I CALTRANS 0 ICED ACI LI •OSHPD AWS 0 Other 0 REINFORCED CONCRETE STRUCTURAL STEEL ASSEMBLY 0 PRE-STRESSED CONCRETE fl DEEP FOUNDATION 0 REINFORCED MASONRY 0 SPRAY-APPLIED FIREPROOFING 0 Other ® JOB ADDRESS -, ( S q/ , /24d BUILDING PERMIT NUMBER i: I PLAN FILE NUMBER OWNER OR PROJECT NAME 144&4,p () APPLICATION NUMBER () CONSTR. MATERIAL (TYPE, GRADE, ETC.) ® I 1* DESIGN STRENGTH 0 SOURCE OF NFGR. I 9A ARCHITECT 4 DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) ENGINEER GENERAL CONTRACTOR • CcfNTRACTOR PERFORMING REPORTED WORK (j ARRIVAL TIME / t DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. pige ?/t&, i ci - (o" yJ;1€s. TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME I HOURS # OF TEST SPECIMENS )4evrn' tiy 'Bm4i,>( / 1. 1 I&r o?3 yL NAME OF REGISTERED INSPECTOR/ENGINEER/TECHNICIAN (PLease Print) JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - .ILE • CANARY- CLIENT • PINK - INSPECTOR SIGNATURE V CERTIFICATION NUMBE CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWI NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARD 8788 Balboa Avenue, San Diego, CA 92123 Special Inspections for Construction Projects DVBE D SB (619) 583.6633 Fax (619) 583.6654 RECEIVED FEB 2-.5 2008 DUDEK & ASSOCIATES February 22, 2008 "G" Force Project No. GF12158 Dudek & Associates Jason 1645 S. Rancho Santa Fe Road, Suite 201 San Marcos, CA 92078 RE: INSPECTION and/or TESTING REPORTS Carlsbad Fire Station #6 7201 S. Rancho Santa Fe Road In reference to the above project, please find copies of the field inspector/technician's daily reports and/or original laboratory test results enclosed for your, records. , .. ... .. - If you should have any questions regarding this project or we can be of further assistance to you, please don't hesitate to contact our office at (619) 583-6633. Respectfully submitted, "G"-Force &Q oi )o Teresa Jones Operations Coordinator - ' - Leighton Consulting February 7, 2008 Carlsbad Fire Station No. 6 GF12158 Masonry Block Compression (ASTM C140) G Force Lab No. 5668 Block Manufacturer: Orco Block UnitNominal Size: 8x8x16 Type of Unit: Open end Unit No. I Unit No. 2 Unit No. 3 Average Specification Width, in. 7.67 7.66 7.67 Length, in. 8.58 8.45 8.57 Gross Area, sq.in. 65.81 64.73 65.73 Net Area, sq.in. 38.27 37.64 38.22 Load, lbf 128330 129110 144770 Gross Compressive Strength, psi 1950 1990 - 2200 2050 Net Compressive Strength, psi 3350 13430 3790 3520 1900 Mm. Average 1700 Min. Individual Conforms to ASTM C90 compressive strength requirements. Checked by: Reviewed by: '36fr4* \.-' \,,._—' John Inlow, Lab Manager Scott Larson, RCE, 42432 8788 Balboa Avenue • San Diego, CA 92123 • 619-583-6633 • Fax 619-583-6654• ~FQRC 3536 Concours Avenue, Suite 110 • Ontario,CA 91764 • 909-481-6833 • Fax 909-481-4642 www.g.forceca.com Leighton Consulting February 7, 2008 Carlsbad Fire Station No. 6 GF12158 Masonry Block Compression (ASTM C140) G Force Lab No 5669 Block Manufacturer: Orco Block Unit Nominal Size: 8x8x16 Type of Unit: Open end bond beam Unit No. I Unit No. 2 Unit No. 3 Average Specification Width, in. 1.5 1.41 1.47 Length, in. 6.1 6.06 6.16 Gross Area, sq.in. Net Area, sq.in. 9.15 8.54 9.06 Load, lbf 47140 45020 53110 Gross Compressive Strength, psi - Net Compressive Strength, psi 15150 15270 5870 5430 1900 Mm. Average 1 1700 Mm. Individual Conforms to ASTM C90 compressive strength requirements. Checked by: John nab Manager Reviewed by: 5 £t/tt U U&W/ Scott Larson, RCE, 42432 8788 Balboa Avenue • San Diego, CA 92123 • 619-583-6633 • Fax 619-583-6654 [FORCE 3536 Concours Avenue, Suite 110 • Ontario, CA 91764 • 909-481-6833 •. Fax 909-481-4642 www.gforceca.com 8788 Balboa Avenue, San Diego, CA 92123 I FOR CE Special Inspections for Construction Projects DVBE• SB (619) 583.6633 Fax (619) 583.6654 RECEIVED MAR 132008 DUDEK & ASSOCIATES SAN MARCOS OFFICE March 11, 2008 "G" Force Projec Dudek & Associates Jason 1645 S. Rancho Santa Fe Road, Suite 201 San Marcos, CA 92078 RE: INSPECTION and/or TESTING REPORTS Carlsbad Fire Station #6 7201 S. Rancho Santa Fe Road In reference to the above project, please find copies of the field inspector/technician's daily reports and/or original laboratory test results enclosed for your records. If you should have any questions regarding this project or we can be of further assistance to you, please don't hesitate to contact our office at (619) 583-6633. Respectfully submitted, "G"-Force koQ i Q~ Teresa Jones Operations Coordinator Construction Quality Assurance Management LE0,RCR DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST . OJECT NAME Carlsbad Fire Station #6 PROJECT ADDRESS 7201 S. Rancho Santa Fe Road OWNER ARCHITECT WLC Architects STRUCTURAL ENGINEER K.B. Leung & Associates CONTRACTOR Integrity Concrete PROJECT INSPECTOR Miki Sanders DSA FILE NO. -- DSA APPLICATION NO. ** PROJECT NO. GF12158 BLDG. PERMIT NO. CB062002 BLDG. PLAN FILE NO. GOVERNMENT NO. ** GOVERNING AGENCY ** SAMPLE DATA REPORT OF CONCRETE MORTAR GROUT El HS GROUT PRISM 0 OTHER PLACEMENT DATE 1/8/2008 SUPPLIER Superior Ready Mix MIX NUMBER 67-123 TYPE OF CEMENT -- LOAD NO. I ADMIXTURE TIME BATCHED 11:11 AM SET NO. I TEMP. (deg.) 64 DATE RECD IN LAB 1/1112008 PROCESSED BY: MIX DESIGN PSI 3000 MIX DESCRIPTION 3000 PSI Grout TICKET NO. 103307 TRUCK NO. 254 AT(YDS.) 8 OF TOTAL YDS. 8 SLUMP (IN.) 9.00 SPEC(IN.)8"-10" TIME SAMPLED 12:29PM AGE(minutes)78 AIR (%) _SPEC (%) _- CONC. TEMP. (deg.) 71 SPEC (deg.) 90 max SPECIFIED STRENGTH (psi) 2000 @ 28 DAYS SAMPLES MADE BY MikiSanders @ _DAYS NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT 5th lift T.O.W. @ E.5 & 4 LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19451A 1/15/2008 2.95x3.11 9.17 44,300 ** 4830 28 1.9451B 2/5/2008 3.31 x 3.08 10.19 1 61,350 ** 6020 28 19451C 2/5I2008 3.24x3.13 10.14 57,110 ** 5630 56 19451D 3/4/2008 ** ** ** Discarded 0 Discarded Materials were sampled and tested in general accordance with California Test Methods. NO Materials were sampled and tested In general accordance with ASTM and project documents. HYES YES NO Materials were sampled and tests were performed In accordance with DSA approved documents. YES NO REMARKS: Meets project compressive strength requirements. EVIEWED BY: / n-_z DATE: _/i,IU STR113UT10N: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 Ontario, CA 91764 909-481-6833 o. Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management oc DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST . . DJECT NAME Carlsbad Fire Station #6 PROJECT ADDRESS 7201 S. Rancho Santa Fe Road OWNER ARCHITECT WLC Architects STRUCTURAL ENGINEER K.B. Leung & Associates CONTRACTOR Integrity Concrete PROJECT INSPECTOR Noah T. Lysek SAMPLE DATA DSA FILE NO. DSA APPLICATION NO. PROJECT NO. GFI2158 BLDG. PERMIT NO. CB062002 BLDG. PLAN FILE NO. GOVERNMENT NO. GOVERNING AGENCY ** REPORT OF CONCRETE MORTAR J GROUT HS GROUT PRISM OTHER PLACEMENT DATE 1/14/2008 SUPPLIER Robertson's Ready Mix MIX NUMBER 4032001 TYPE OF CEMENT -- LOAD NO. 8 ADMIXTURE Fiber Mesh TIME BATCHED 9:10 AM SET NO. 3 TEMP. (deg.) 70 DATE RECD IN LAB 1/15/2008 PROCESSED BY: GP MIX DESIGN PSI 4000 MIX DESCRIPTION Place or Pump 3" TICKET NO. 233244 TRUCK NO. 489 AT (YDS.) 74 OF TOTAL YDS. 97.5 SLUMP (IN.)4.50 SPEC(IN.) TIME SAMPLED 9:59 AM AGE (minutes) 49 AIR (%) ** SPEC (%) -- CONC. TEMP. (deg.)63 SPEC (deg.) 90 max SPECIFIED STRENGTH (psi) 4000 @ 28 DAYS SAMPLES MADE BY NoahLysek @ DAYS NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT North side of access road LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19456A 1/21/2008 6.00x12.00 28.27 115,970 ** 4100 28 19456B 2111/2008 6.00x12.00 28.27 1 141,310 5 5000 28 19456C 2/11/2008 6.00x12.00 28.27 137,430 5 4860 56 19456D 3/10/2008 6.00x12.00 28.27 Discarded - Discarded Materials were sampled and tested in general accordance with California Test Methods. Yes NO Materials were sampled and tested in general accordance with ASTM and project documents. NYES YES NO Materials were sampled and tests were performed in accordance with DSA approved documents. NO REMARKS: Meets project compressive strength requirements. :VIEWED BY: DATE: "~ S-k ~r STRIBUTION: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 Ontario, CA 91764 909-481-6833 • Fax 909-481-4642 www.gforceca.com S Construction Quality Assurance Management t(RCE DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST . OJECT NAME Carlsbad Fire Station #6 DSA FILE NO. ** PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. OWNER PROJECT NO. GF12158 ARCHITECT WLC Architects BLDG. PERMIT NO. CB062002 STRUCTURAL ENGINEER K.B. Leung & Associates BLDG. PLAN FILE NO. ' CONTRACTOR Integrity Concrete GOVERNMENT NO. -- PROJECT INSPECTOR Noah T. Lysek GOVERNING AGENCY ** SAMPLE DATA REPORT OF M CONCRETE MORTAR 0 GROUT HS GROUT PRISM OTHER PLACEMENT DATE 1/14/2008 DATE RECD IN LAB 1/15/2008 PROCESSED BY: GP SUPPLIER Robertson'sReady Mix MIX DESIGN PSI 4000 MIX NUMBER 4032001 MIX DESCRIPTION Place or Pump 3" TYPE OF CEMENT ** TICKET NO. 233216 TRUCKNO.538 LOAD NO. 5 AT (YDS.)55 OF TOTAL YDS.97.5 ADMIXTURE Fiber Mesh SLUMP (IN.) 3.50 SPEC (IN.) -•- TIME BATCHED 7:55 AM TIME SAMPLED 9:08 AM AGE (minutes) 73 SET NO. 2 AIR (%) SPEC (%) -- TEMP. (deg.) 60 CONC. TEMP. (deg.) 59 SPEC(deg.)90max SPECIFIED STRENGTH (psi) 4000 @ 28 DAYS SAMPLES MADE BYNoahLysek @ _DAYS NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT North side of access road LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19455A 1/21/2008 6.00x 12.00 28.27 114,450 ** 4050 28 19455B 2/11/2008 1 6.00x 12.00 1 28.27 1 145,700 3 1 5150 28 19455C 2/11/2008 6.00x 12.00 28.27 142,280 15 1 5030 56 19455D 3/10/2008 6.00 x 12.00 28.27 Discarded 10 1 Discarded Materials were sampled and tested in general accordance with California Test Methods. HNO Materials were sampled and tested in general accordance with ASTM and project documents. HYES YES NO Materials were sampled and tests were performed In accordance with DSA approved documents. YES NO REMARKS: Meets project compressive strength requirements. EVIEWED BY: . DATE: cZ/c /ô' STRIBUTION: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 . Fax 619-583-6654 3536 Concours Avenue, Suite 110 w Ontario, CA 91764 909-481-6833 Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management FORCE DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST OJECT NAME Carlsbad Fire Station #6 DSA FILE NO. PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. -- OWNER -- PROJECT NO. GF12158 ARCHITECT WLC Architects BLDG. PERMIT NO. CB062002 STRUCTURAL ENGINEER K.B. Leung & Associates BLDG. PLAN FILE NO. - CONTRACTOR Integrity Concrete GOVERNMENT NO. PROJECT INSPECTOR Noah T. Lysek GOVERNING AGENCY ** SAMPLE DATA REPORT OF r7n L.,nj CONCRETE MORTAR J GROUT HS GROUT PRISM OTHER PLACEMENT DATE 1/14/2008 DATE RECD IN LAB111512008 PROCESSED BY: GP SUPPLIER Robertson's Ready Mix MIX DESIGN PSI 4000 MIX NUMBER 4032001 MIX DESCRIPTION Place or Pump 3" TYPE OF CEMENT TICKET NO. 233184 TRUCK NO. 554 LOAD NO. I AT (YDS.) 5 OF TOTAL YDS. 97.5 ADMIXTURE -- SLUMP (IN.)4.00 SPEC (IN.) _-- TIME BATCHED 7:05 AM TIME SAMPLED 8:00 AM AGE (minutes) 55 SET NO. I AIR (%)--SPEC (%)** TEMP. (deg.) 58 CONC. TEMP. (deg.) 60 SPEC (deg.) 90 max rECIFIED STRENGTH (psi) 4000 @ 28 DAYS SAMPLES MADE BY. Noah Lysek DAYS NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT Light Pole Bases LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19454A 1/21/2008 6.00x12.00 28.27 134,450 ** 4760 28 19454B 2/11/2008 6.00x12.00 1 28.27 148,400 C 15250 28 19454C 2/11/2008 6.00x12.00 28.27 159,270 3 5630 56 19454D 3/10/2008 6.00x12.00 28.27 Discarded C Discarded Materials were sampled and tested in general accordance with California Test Methods. NO Materials were sampled and tested In general accordance with ASTM and project documents. HYES YES NO Materials were sampled and tests were performed In accordance with DSA approved documents. YES NO REMARKS: Meets project compressive strength requirements. EIp: DATE: ('ow,LaboManager STRIBUTION: Leighton Consulting 8788 Balboa Avenue •. San Diego, CA 92123 • 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 e. Ontario, CA 91764 . 909-481-6833 * Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management FORCE DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST PROJECT NAME Carlsbad Fire Station #6 DSA FILE NO. ** PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. ** OWNER PROJECT NO. GF12158 ARCHITECT WLC Architects BLDG. PERMIT NO. CB062002 STRUCTURAL ENGINEER K.B. Leung & Associates BLDG. PLAN FILE NO. ** CONTRACTOR Integrity Concrete GOVERNMENT NO. ** PROJECT INSPECTOR Miki Sanders GOVERNING AGENCY ** SAMPLE DATA REPORT OF IZI CONCRETE MORTAR GROUT HS GROUT PRISM OTHER DATE REC'D IN LAB 1/11/2008 PROCESSED BY: -- MIX DESIGN PSI 4000 MIX DESCRIPTION 4032001 TICKET NO. 232630 TRUCK N0_514 AT (YDS.)19.5 OF TOTAL YDS.97.5 SLUMP (IN.) 5.50 SPEC (IN.) TIME SAMPLED 7:33 AM AGE(minutes) AIR (%) _SPEC (%)** CONC. TEMP. (deg.) 71 - SPEC (deg.) 90 max SAMPLES MADE BYMiki Sanders NO. OF SPECIMENS CAST: 4 PLACEMENT DATE 1/912008 SUPPLIER Hansons MIX NUMBER 4032001 TYPE OF CEMENT uN LOAD NO. 2 ADMIXTURE Type A C494 Fibermix TIME BATCHED SET NO. I tJR TEMP. (deg.) 53 3PECIFIED STRENGTH (psi) 4000 @ 28 DAYS @ DAYS LOCATION OF PLACEMENT Paving @ driveway off Rancho Santa Fe Road LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH (psi) 7 19452A 1/16/2008 6.00x 12.00 28.27 107,580 3810 28 19452B 2/6/2008 6.00 x 12.00 1 28.27 127,790 ** 4520 28 19452C 2/6/2008 6.00 x 12.00 1 28.27 147,480 5220 56 19452D 1 3/5/2008 1 6.00 x 12.00 1 28.27 Discarded 0 Discarded Materials were sampled and tested In general accordance with California Test Methods. YES NO Materials were sampledand tested in general accordance with ASTM and project documents. HYES YES NO Materials were sampled and tests were performed in accordance with DSA approved documents. HNO REMARKS: Meets project compressive strength requirements. EVIEWED BY: 4 DATE: '.3 ) h1O Inlow, Laboratory Manager ISTRIBUTION: Leighton Consulting 8788 Balboa Avenue t, San Diego, CA 92123 619-583-6633 o Fax 619-583-6654 3536 Concours Avenue, Suite 110 . Ontario, CA 91764 • 909-481-6833 • Fax 909-481-4642 www.gforceca.com 8788 Balboa Avenue, San Diego, CA 92123 for Construction DVBE 0 SB (619) 583.6633 Fax (619) 583.6654 REJS70 JAN 24 2008 DUDEK & ASSOCIATES SAN January 21, 2008 "G" Force Project No. GF12158 Dudek & Associates Jason 1645 S. Rancho Santa Fe Road, Suite 201 San Marcos, CA 92078 RE: INSPECTION and/or TESTING REPORTS Carlsbad Fire Station #6 7201 S. Rancho Santa Fe Road In reference to the above project, please find copies of the field inspector/technician's daily reports and/or original laboratory test results enclosed for your records. If you should have any questions regarding this project or we can be of further assistance to you, please don't hesitate to contact our office at (619) 583-6633. Respectfully submitted, "G"-Force 0-w Teresa Jones Operations Coordinator Ae Construction Quality Assurance Management DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST rrciJECT NAME PROJECT ADDRESS OWNER ARCHITECT STRUCTURAL ENGINEER CONTRACTOR PROJECT INSPECTOR Carlsbad Fire Station #6 7201 S. Rancho Santa Fe Road ** ** ** EDGE David Babcock DSA FILE NO. -- DSA APPLICATION NO. ** PROJECT NO. GF12158 BLDG. PERMIT NO. BLDG. PLAN FILE NO. -•- GOVERNMENT NO. GOVERNING AGENCY ** SAMPLE DATA REPORT OF CONCRETE MORTAR GROUT HS GROUT PRISM OTHER PLACEMENT DATE 10/18/2007 SUPPLIER Palomar Transit Mix MIX NUMBER 3040052 TYPE OF CEMENT II LOAD NO. 13 ADMIXTURE WRDA64 TIME BATCHED 8:11 AM SET NO. 3 TEMP. (deg.) 66 ECIFIED STRENGTH (psi) 3000 @ 28 DAYS @ DAYS DATE REC'D IN LAB 10/19/2007 PROCESSED BY: KG MIX DESIGN PSI 4000 MIX DESCRIPTION 3040052 -4K L4 TICKET NO. 228109 TRUCK NO. 1757 AT (YDS.) 123.5 OF TOTAL YDS. 247 SLUMP (IN.) 4.50 SPEC(IN.)4.00 TIME SAMPLED 9:17AM AGE(minutes)66 AIR (%) - SPEC (%)2 +/-I CONC. TEMP. (deg.) 65 SPEC (deg.) 90 max SAMPLES MADE BY GregProut NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT Grade beam on gridline G between 3 & 4 LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19228A 10/25/2007 6.00 x 12.00 28.27 114,800 C 4060 28 19228B 11/15/2007 6.00x 12.00 28.27 154,950 C 5480 28 19228C 11/15/2007 6.00x12.00 28.27 146,820 C 5190 56 19228D 12/13/2007 6.00 x 12.00 28.27 Discarded C Discarded Materials were sampled and tested in general accordance with California Test Methods. Materials were sampled and tested in general accordance with ASTM and project documents. Materials were sampled and tests were performed in accordance with OSA approved documents. REMARKS: HYES HNO YES NO YES NO Meets uirements. VIEWED BY: DATE: I Wpar flow, LEiory Manager uuSTRl E3UT10N: Leighton Consulting 8788 Balboa Avenue > San Diego, CA 92123 > 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 Ontario, CA 91764 ' 909-481-6833 o Fax 909-481-4642 www.gforceca.com ® P.O. Box 23096 • San Diego, CA 92193... F0kQ9 Special Inspections for Construction Projects DVBE • SB (619) 583.6633 Fax (619) 583-6654 I i_V . CONSECUTIVE LY .FIELD REPORT REPORT REPORT NO. PROJECT NO. Soo/_________ INSPECTION DATE /2--P 2- o7 ls'Mce ,-.. FOR WEEK Q)ENDING I AM AUTHORIZED BY THE 0 City of San Diego 0 ASNT 0 INDICATED AGENCY TO PERFORM D CALTRANS o ICBO ACI SPECIAL INSPECTION IN THE 0 OSHPD AWS CATEGORY CHECKED. fl Other JOB ADDRESS 1701 S.dC,1p 34,/T S6 REINFORCED CONCRETE STRUCTURAL STEEL ASSEMBLY 0 C] PRE-STRESSED CONCRETE DEEP FOUNDATION REINFORCED MASONRY SPRAY-APPLIED FIREPROOFING Other BUILDING PERMIT NUMBER @ PLAN FILE NUMBER I OWNER OR PROJECT NAME C,ia$ D 197)77- - APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE, ETC.) ® I DESIGN STRENGTH 0 I 30etp I SOURCE OF MFGR. I9,, peP..iOK AR HITECT w. '- DESCRIBE MATERIAL (NIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) Spci& 3ecOpi 4: tr -ZS~- 7 ENGINEER GENERAL CONTRACTOR CO'NTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / () DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. () IZLf/O qpi . niptP- - LY . d;iT'- CAI TjrJ./ SejzJ? 1 ,,ip4j— d3 - cP 12..5S ?-- -_____ T7in pj ,4Q -20 WV' 1a 7'' 601 vc 7e,.e- 62OP !/z 444 hJ--" ie i-" A. r.r,. TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS / NAME OF REGISTERED INSPECTOR/ENGINEER/TECHNICIAN (Please Print) B SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - FILE CANARY-CLIENT • PINK-INSPECTOR SIGNATURE () . CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. ® P.O. Box 23096.. San Diego, CA 92193 (II'oR"CE Special Inspections for Construction Projects DVBE • SB 1619) 583-6633 Fax (619) 583-6654 ,- CONSECUTIVE LY FIELD REPORT REPORT NO. PROJECT NO. GF12158 INSPECTION DATE December 4, 2007 2 FOR WEEK I I FNnTNr I AM AUTHORIZED BY THE City of San Diego 0 DSA 0 ASNT INDICATED AGENCY TO PERFORM [J CALTRANS 0 ICBO J ACI SPECIAL INSPECTION IN THE ElOSHPD 0 AWS . CATEGORY CHECKED. Other ICC 5274335X4 fl REINFORCED CONCRETE [] STRUCTURAL STEEL ASSEMBLY () PRE-STRESSED CONCRETE DEEP FOUNDATION REINFORCED MASONRY SPRAY-APPLIED FIREPROOFING El Other JOB ADDRESS 7201 RANCHO SANTA FE ROAD CARLSBAD, CA. BUILDING PERMIT NUMBER CB062002 PLAN FILE NUMBER OWNER OR PROJECT NAME CARLSBAD FIRE STATION #6 APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE. ETC.) ® 7 SK GROUT M]X#67-123 I DESIGN STRENGTH 3000PSI SOURCE OF MFGR. ® SUPERIOR ARCHUECTVLC ARCHITECTS 10470 FOOTHILL RANCHO CUCAMONGA, CA. 909-987-0909 DESCRIBE MATERIAL (MIX DESIGN. RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) ENGINEER K.B. LEUNG & ASSOCIATES, INC. 9320 BASELINE AVE. ALTA LOMA, CA. 909-944-0029 GENERAL CONTRACTOR () EDGE CONSTRUCTION CONTRACTOR PERFORMING REPORTED WORK NEW DIMENSION ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, () WORK INSPECTED PROGRESS, REMARKS, ETC. 8:00AM TO 2:00PM OBSERVED PLACEMENT OF APRX. 10.0 CU. YDS. OF GROUT FOR SECOND LIFT OF C.M.U. WALLS LOCATED DR-EMBER 4,2007 BETWEEN GRIDLINES 4 TO 6 AND C TO G. MIX DESIGN #67-123, 3000PSI, DELIVERED BY SUPERIOR. ALL GROUT CONSOLIDATED THROUGH OUT POUR BY MEANS OF MECHANICAL VIBRATION. ALL STEEL REINFORCEMENT AND MASONRY CONSTRUCTION VERIFIED AND INSPECTED BY CITY OFFICIAL PRIOR TO POUR I MADE 1 SET OF SAMPLES CONSISTING OF (4) CUBES TO BE TESTED FOR COMPRESSIVE STRENGTH. I TESTED AT 12:25PM, SLUMP 8.5" WITH GROUT AID, AIR TEMP 69, AND MDC TEMP 64. WORK STILL IN PROGRESS. ALL WORK ABOVE PER PLANS, CODE, AND SPECS. TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS NOAH T. LYSEK, .SHRS .M TO ER/TECHNICIAN NAME OF REG EQkN5PECTOR/E (PLease Print) - 5274335-X4 ~~r SITE CONTACT IS AKED TO THE CONTENT OF THIS PORT OF OTHERS. l:' i SIGNATURE TION HOURS ONLY. BE THE RESPONSIBILITY Contact / Company fSIGRE CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO E BE MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE S IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. WHITE - FILE . CANARY- N-4PSIX - INSPECTOR CTf 12- 1 57 PROJECT NO. 3 SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - FILE • CANARY - CUENT • PINK - INSPECTOR CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. CERTIFICATION NUMBER ® P0. Box 23096 • San Diego, CA 92193 ORCE Special Inspections for Construction Projects Ir DVBE • SB (619) 583-6633 Fax(619)583-6654 ,- CONSECUTIVE (LY FIELD REPORT RrpnRT Nn I AM AUTHORIZED BY THE 0 City of San Diego DSA ASNT INDICATED AGENCY TO PERFORM CALTRANS ICBO g ACI SPECIAL INSPECTION IN THE OSHPD 0 AWS CATEGORY CHECKED. 9 Other I 0 REINFORCED CONCRETE STRUCTURAL STEEL ASSEMBLY Ej PRE-STRESSED CONCRETE DEEP FOUNDATION I 0 REINFORCED MASONRY 9 SPRAY-APPLIED FIREPROOFING I 9 Other JOB ADDRESS 12OI S . BUILDING PERMIT NUMBER I PLAN FILE NUMBER OWNER OR PROJECT NAME ttLSp) iikTlDL) Co APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE. ETC.) I3 DESIGN STRENGTH @ cvo .' SOURCE OF MFGR. ARCHITECT J L C ARLH rfl, DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) MIX CP &7-17 ENGINFER K. LEwJC MIX La\ProJ- 7 &ztiNAI X GENERAL CONTRACTOR P - CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. — MPLE tAP ST OS: 4. Cri2.O1AT Sprpj ST oN )2/4 /Zczfl. SAW LE LOcj\1io-j c . . - tA)VWj, LoaTFE70 E 5 - A t..i . - 4A4/ /Ju1 TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS &2Er. c. Pgou'r -roc4 61ZTUT $PMPLCc. INSPECTOR/ENGINEER/TECHNICIAN (Please Print) INSPECTION DATE 1 '2 / Co /2cri1 FOR WEEK 2 / / 2c,tn 2 Construction Quality Assurance Management DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST rrcOJECT NAME Carlsbad Fire Station #6 DSA FILE NO. PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. OWNER City of Carlsbad PROJECT NO. GF12158 ARCHITECT WLC Architects BLDG. PERMIT NO. STRUCTURAL ENGINEER K.B. Leung & Associates BLDG. PLAN FILE NO. CONTRACTOR EDGE GOVERNMENT NO. PROJECT INSPECTOR Noah T. Lysek GOVERNING AGENCY City of Carlsbad SAMPLE DATA REPORT OF CONCRETE MORTAR GROUT El HS GROUT PRISM OTHER PLACEMENT DATE 11/26/2007 DATE REC'D IN LAB 11/28/2007 PROCESSED BY: SUPPLIER Superior Ready Mix MIX DESIGN PSI 3000 MIX NUMBER 67123 MIX DESCRIPTION 7 sk grout Mix #67-123 TYPE OF CEMENT - TICKET NO. 100151 TRUCK NO. 673 LOAD NO. ** AT(YDS.) 5 OF TOTAL YDS. 10.5 ADMIXTURE ** SLUMP (IN.)9.00 SPEC (IN.)8.00 TIME BATCHED 11:23 AM TIME SAMPLED 12:11 PM AGE (minutes) 48 SET NO. I AIR (%) _--SPEC (%) _ TEMP. (deg.) 74 CONC. TEMP. (deg.) 64 SPEC (deg.) 90 max 'ECIFIED STRENGTH (psi) 2000 @ 28 DAYS SAMPLES MADE BYNoahLysek @ DAYS NO. OF SPECIMENS CAST: 4 LOCATION OF PLACEMENT CMU walls located at 5 @ C line LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19340A 12/3/2007 3.03 x 3.26 9.88 33,050 C 3350 28 19340B 12/27/2007 3.16x 3.19 10.08 46,850 C 1 4650 28 19340C 12/24/2007 3.21 x 3.23 10.37 48,270 C 4650 56 19340D 1/21/2008 ** ** ** Discarded C Discarded Materials were sampled and tested in general accordance with California Test Methods. YES NO Materials were sampled and tested in general accordance with ASTM and project documents. HYES YES NO Materials were sampled and tests were performed in accordance with DSA approved documents. NO REMARKS: Meets project compressive strength requirements. VIEWED BY: DATE: tk)ke LI-IdIn Inlow, Laboratory Manager ISTRIBUTION: Leighton Consulting 8788 Balboa Avenue • San Diego, CA 92123 • 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 Ontario, CA 91764 909-481-6833 Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management C DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST rnJJECT NAME Carlsbad Fire Station #6 DSA FILE NO. --• PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. - OWNER PROJECT NO. GF12158 ARCHITECT BLDG. PERMIT NO. STRUCTURAL ENGINEER BLDG. PLAN FILE NO. CONTRACTOR EDGE GOVERNMENT NO. PROJECT INSPECTOR David Babcock GOVERNING AGENCY ** SAMPLE DATA REPORT OF CONCRETE MORTAR GROUT HS GROUT PRISM OTHER PLACEMENT DATE 11/20/2007 DATE REC'D IN LAB 11/23/2007 PROCESSED BY: KG SUPPLIER MIX DESIGN PSI Type S Mortar MIX NUMBER Type S MIX DESCRIPTION TYPE OF CEMENT TICKET NO. -- - TRUCK NO. - LOADNO. AT(YDS.) OF TOTAL YDS. ADMIXTURE SLUMP (IN.) SPEC (IN.) TIME BATCHED ** TIME SAMPLED 12:11PM AGE (minutes)- SET NO. I AIR (%) _ SPEC (%) TEMP. (deg.) 69 CONC. TEMP. (deg.) SPEC (deg.) 90 max -"-'tECIFIED STRENGTH (psi) 1800 @ 28 DAYS SAMPLES MADE BY Noah Lysek @DAYS NO. OF SPECIMENS CAST: 3 LOCATION OF PLACEMENT 3rdcoursefor walllocatedon4 @FlineonsheetS2.1 LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19323A 11/27/2007 3.00x 6.00 7.07 15,260 C 2160 28 19323B 12/18/2007 3.00x 6.00 1 7.07 22,700 C 3210 28 19323C 12/18/2007 3.00 x 6.00 1 7.07 1 23,050 1C 3260 Materials were sampled and tested in general accordance with California Test Methods. YES NO Materials were sampled and tested in general accordance with ASTM and project documents. H YES YES NO Materials were sampled and tests were performed in accordance with DSA approved documents. HNO REMARKS: Meets project compressive strength requirements. REVIEWED BY: DATE: Inlow, Laboratory Manager• 1STRlBUTION: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 619-583-6633 ' Fax 619-583-6654 3536 Concours Avenue, Suite 110 Ontario, CA 91764 <' 909-481-6833 Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management LOc DVBE - SB - REPORT OF COMPRESSIVE STRENGTH TEST 1--JJECT NAME Carlsbad Fire Station #6 DSA FILE NO. -- PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. OWNER PROJECT NO. GF12158 ARCHITECT BLDG. PERMIT NO. STRUCTURAL ENGINEER BLDG. PLAN FILE NO. - CONTRACTOR EDGE GOVERNMENT NO. -- PROJECT INSPECTOR David Babcock GOVERNING AGENCY ** SAMPLE DATA REPORT OF CONCRETE MORTAR 0 GROUT HS GROUT PRISM OTHER PLACEMENT DATE 11/19/2007 DATE REC'D IN LAB ** PROCESSED BY: ** SUPPLIER -- MIX DESIGN PSI Type S Mortar MIX NUMBER Type S MIX DESCRIPTION TYPE OF CEMENT -•- TICKET NO. -- TRUCK NO. -- LOAD NO. -.-. AT (YDS.) -- OF TOTAL YDS. -- ADMIXTURE -- SLUMP (IN.) SPEC (IN.) TIME BATCHED TIME SAMPLED 11:24 AM AGE (minutes) -•- SET NO. 2 AIR (%)--.SPEC (%) _-- TEMP. (deg.) 74 . CONC. TEMP. (deg.) SPEC (deg.) 90 max -'-ECIF lED STRENGTH (psi). 1800 @ 28 DAYS SAMPLES MADE BYNoah Lysek @ DAYS NO. OF SPECIMENS CAST: 3 LOCATION OF PLACEMENT 3rd course for column located at G & 4 grid lines LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA (sq. inches) MAXIMUM LOAD (Ibs) COMP. STRENGTH (psi) 7 19321A 11/26/2007 2.00x 4.00 3.14 10,790 C 3440 28 19321B 12/17/2007 2.00x 4.00 3.14 13,470 C 4290 28 19321C 12/17/2007 2.00x 4.00 1 3.14 1 11,410 1C 3630 Materials were sampled and tested in general accordance with California Test Methods. HNO Materials were sampled and tested in general accordance with ASTM and project documents. HYES YES NO Materials were sampled and tests were performed in accordance with DSA approved documents. YES NO REMARKS: Meets project compressive strength requirements. REVIEWED BY:C~ DATE: A oky Inlow, Laboratory Manager ISTRIBUTION: Leighton Consulting 8788 Balboa Avenue San Diego, CA 92123 o 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 . Ontario, CA 91764 909-481-6833 * Fax 909-481-4642 www.gforceca.com Construction Quality Assurance Management LOC DVBE - SB REPORT OF COMPRESSIVE STRENGTH TEST .S3JECT NAME Carlsbad Fire Station #6 DSA FILE NO. PROJECT ADDRESS 7201 S. Rancho Santa Fe Road DSA APPLICATION NO. OWNER PROJECT NO. GF12158 ARCHITECT BLDG. PERMIT NO. STRUCTURAL ENGINEER " BLDG. PLAN FILE NO. ** CONTRACTOR EDGE GOVERNMENT NO. PROJECT INSPECTOR David Babcock GOVERNING AGENCY ** SAMPLE DATA REPORT OF CONCRETE MORTAR GROUT HS GROUT PRISM OTHER PLACEMENT DATE 11/16/2007 DATE REC'D IN LAB 11/19/2007 PROCESSED BY: KG SUPPLIER . MIX DESIGN PSI Type S Mortar MIX NUMBER Type MIX DESCRIPTION TYPE OF CEMENT TICKET NO. ** TRUCK NO. LOAD NO. AT (YDS.) ** OF TOTAL YDS. -- ADMIXTURE SLUMP (IN.) SPEC (IN.) _- TIME BATCHED -- TIME SAMPLED 9:08 AM AGE (minutes) _-- SET NO. I AIR (%)SPEC (%) _-- TEMP. (deg.) 79 CONC. TEMP. (deg.) SPEC (deg.) 90 max '.-ECIFIED STRENGTH (psi) 1800 @ 28 DAYS SAMPLES MADE BY Noah Lysek @ DAYS NO. OF SPECIMENS CAST: 3 LOCATION OF PLACEMENT Starter course on C Line LABORATORY DATA AGE TESTED LAB NO. DATE TESTED DIMENSIONS (inches) TEST AREA* (sq. inches) MAXIMUM LOAD (Ibs) ' COMP. STRENGTH (psi) 7 19307A 11/23/2007 2.00x 4.00 314 6,920 C 2200 28 19307B 12/14/2007 2.00x4.00 1 3.14 8,890 C 2830 28 19307C 12/14/2007 2.00 x 4.00 1 3.14 8,560 C. 2730 Materials were sampled and tested in general accordance with California Test Methods. Materials were sampled and tested in general accordance with ASTM and project documents. Materials were sampled and tests were performed in accordance with DSA approved documents. REMARKS: Meetsprojectcompressivestrengthrequirements. REVIEWED BY: Laboratory Manager STRI BUTION: Leighton Consulting HYES NO YES NO YES NO DATE: I ZI OLO Y 8788 Balboa Avenue o San Diego, CA 92123 o 619-583-6633 Fax 619-583-6654 3536 Concours Avenue, Suite 110 4> Ontario, CA 91764 909-481-6833 1 Fax 909-481-4642 www.gforceca.com PROJECT NO. INSPECTION DATE f2*/4' o? ftipfP,4 ,-.., FOR WEEK ENDING /2-/ ® P0. Box 23096 • San Diego, CA 92193 70RCE Special Inspections for Construction Projects DVBE • SB (619) 583-6633 Fax (619)583-6654 CONSECUTIVE LY FIELD REPORT REPORT NO. I AM AUTHORIZED BY THE INDICATED AGENCY TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. City of San Diego 0 CALTRANS OSHPD Other fl DSA D ASNT ICBO fl ACI 0 AWS I REINFORCED CONCRETE D STRUCTURAL STEEL ASSEMBLY j PRE-STRESSED CONCRETE DEEP FOUNDATION I LI REINFORCED MASONRY 0 SPRAY-APPLIED FIREPROOFING Other JOB ADDRESS 5,'-r PE 94 0 BUILDING PERMIT NUMBER @ PLAN FILE NUMBER i OWNER OR PROJECT NAME 1i,p-4 4kP Pa i7od APPLICATION NUMBER _________________________ CONSTR. ATERIAL (TYPE, GRADE, ETC.) c I DESIGN STRENGTH 36ep 1 I SOURCE OF MFGR. I ARCHITECT DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) IfItIOçL. P&y Mi— # ENGINEER /<5 L,e GENERAL CONTRACTOR COF'ITRACTOR PERFORMING REPORTED WORK New P,j&ou ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF WORK INSPECTED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. /14/,i'b -5'4p1e $. jiinP fit. ) S ci1" 1031 00 (..e,,qD / t7 iicf -"dg YL L4p 'c" in ,4i,z 7n9 ((0"F 7"1 72."F /iZ 59JZd .fT 4tV 12 S Jq TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS NAME OF REGISTERED INSPECTOR/ENGINEER/TECHNICIAN (Please Print) 3 SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - FILE • CANARY - CLIENT • PINK - INSPECTOR SIGNATURE CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. ® P0. Box 23096 • San Diego, CA 92193 FORCE Special Inspections for Construction Projects DVBE • SB (619) 583.6633 Fax(619)583-6654 ELy FIELD REPORT @ REPORT NO- CONSECUTIVE I PROJECT NO. INSPECTION DATE ç FOR WEEK 2 ENDING i'i / t /o'i I AM AUTHORIZED BY THE 0 City of San Diego DSA ASNT INDICATED AGENCY TO PERFORM CALTRANS JjJ. ICBO 0 ACI SPECIAL INSPECTION IN THE OSHPD 0 AWS CATEGORY CHECKED. Other ''—ftaDh1ORCED COtltREW€ STRUCTURAL STEEL ASSEMBLY Ej PRE-STRESSED CONCRETE DEEP FOUNDATION REINFORCED MASONRY SPRAY-APPLIED FIREPROOFING 0 Other JOB ADDRESS 1'2ci S. BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME CA IZ LA 0 i rtAi'10 r-4 APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE, ETC.) @ I 7 -123 JJESIGN STRENGTH 0 P I SOURCE OF MFGR. ARCHITECT W L C.- DESCRIBE NATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER. WELD-ROD, ETC.) ML too ,-r_ ENGINEER K LEUN(d GENERAL CONTRACTOR CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. -7'.50 a PnC r-4 t) ua-4 N3(r T4kE AL.EMt4 f '• 45 _____ &t7.1— 1tA-EO OLU.JeS A4'-+ 44c5 445 A44 -T4 Lp G4I+ i- F4 Grz-n- vi t it... P'u 4 coriS-iO1-Ec I r.IC) I -r crc- 4 .oi -r A.rCS i2.ort. I Tc- 3 11-i- IC)U,c) SLUMP /z " TEMP 7 0 I wro R 4 r=--rte. Eo Ep,Ji— PmtcQ TO Gac-'rr A-i EN 1 i-io N-I Gbc' ,L & CL2.At(-E. ? t1 TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS 19 20 CHNICIAN r (Please Print) SIGNATURE I CERTIFICATION NUMBER SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARG BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized1 Site Contact / Company WHITE - FILE • CANARY - CUENT • PINK - INSPECTOR CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. ® P0. Box 23096 • San Diego, CA 92193 (FORCE Special Inspections for construction Projects DVBE • SB (619) 583-6633 Fax (619) 583-6654 LY FIELD REPORT CONSECUTI PROJECT NO. GF 12 158 INSPECTION DATE November 24 2007 FOR WEEK / 2 FNOTN( . i / 07 I AM AUTHORIZED BY THE Dg City of San Diego 0 DSA 0 ASNT INDICATED AGENCY TO PERFORM 0 CALTRANS 0 ICBO fl ACT SPECIAL INSPECTION IN THE 0 OSHPD 0 AWS CATEGORY CHECKED. 0 other ICC 5274335-X4 fl REINFORCED CONCRETE 0 STRUCTURAL STEEL ASSEMBLY () 0 PRE-STRESSED CONCRETE 0 DEEP FOUNDATION REINFORCED MASONRY D SPRAY-APPLIED FIREPROOFING 0 other JOB ADDRESS 7201 RANCHO SANTA FE ROAD CARLSBAD, CA. BUILDING PERMIT NUMBER CB062002 PLAN FILE NUMBER OWNER OR PROJECT NAME CARLSBAD FIRE STATION #6 APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE. ETC.) ® 7 SK GROUT MIX#67-123 I DESIGN STRENGTH () 3000PSI SOURCE OF MFGR. ® SUPERIOR ARCHITECTWLC ARCHITECTS 10470 FOOTHILL () RANCHO CUCAMONGA, CA. 909-987-0909 DESCRIBE MATERIAL (MIX DESIGN. RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) () ENGINEER K.B. LEUNG & ASSOCIATES, INC. (g) 9320 BASELINE AVE. ALTA LOMA, CA. 909-944-0029 ____ GENERAL CONTRACTOR (3) EDGE CONSTRUCTION CONTRACTOR PERFORMING REPORTED WORK NEW DIMENSION ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. () WORK INSPECTED PROGRESS, REMARKS, ETC. 7:00AM TO 3:00PM OBSERVED PLACEMENT OF APRX. 10.5 CU. YDS. OF GROUT FOR FIRST LIFT OF C.M.U. WALLS LOCATED 'IOVEMBER26, 2007 BETWEEN GRIDLINES 4 TO 6 AND C TOG. MIX DESIGN #67-123, 3000PSI, DELIVERED BY SUPERIOR ALL GROUT CONSOLIDATED THROUGH OUT POUR BY MEANS OF MECHANICAL VIBRATION. ALL STEEL REINFORCEMENT AND MASONRY CONSTRUCTION VERIFIED AND INSPECTED BY CITY OFFICIAL PRIOR TO POUR I MADE 1 SET OF SAMPLES CONSISTING OF (4) CUBES TO BE TESTED FOR COMPRESSIVE STRENGTH. I TESTED AT 12:42PM, SLUMP 9" WITH GROUT AID, AIR TEMP 74, AND MDC TEMP 64. WORK STILL IN PROGRESS. TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME # OF TEST 19 o HOURS SPECIMENS 2 NOAH T. LYSEK NAME OF REGISIPaS;19PECTO SINEER/rECHNIIIAN (Please Print) 7 .- ,.7'- 5274335-X4 SIGN A E ' CERTIFICATION NUMBER INSPECTION HOURS ONLY. RESPONSIBILITY Mv1 TO I SITE CONTACT IS A1D TO S G I IF IMt CONTENT OF THIS 1tRTAN E G.f1E SIGNATURE WHITE - FILE CANARY CLJENT\ PINK - 9/sEcToR ..LftISUSflI = VU U1'tULLflflLC TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARI ® P0. Box 23096 • San Diego, CA 92193 'ORCE Special Inspections for Construction Projects DVBE • SB (619)583.6633 Fax(619)583-6654 (LV FIELD REPORT CONSECUTIVE ti) orDnnr kin PROJECT NO. (j: 12_5' INSPECTION DATE t / 2/20c7 FORWEEK I AM AUTHORIZED BY THE City of San Diego fl DSA D ASNT INDICATED AGENCY TO PERFORM CALTRANS Ej ICBO g ACI SPECIAL INSPECTION IN THE OSHPD 0 AWS CATEGORY CHECKED. Other JOB ADDRESS 720I . JcO tjr\ -FIE: 79. REINFORCED CONCRETE fl STRUCTURAL STEEL ASSEMBLY PRE-STRESSED CONCRETE DEEP FOUNDATION 0 REINFORCED MASONRY SPRAY-APPLIED FIREPROOFING 0 Other BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME CALStPP '6 S1A11O 4t, '® APPL,ICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE, ETC.) 6 L1WtAT DESIGN STRENGTH SOURCE OF MFGR. ARCHITECT ! Ii)(st. 13 DESCRBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER. WELD-ROD, ETC.) fP% ENGINEER GE ERAL CONTRACTOR J2&t CONtRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. 1KAF-- ______ PICKED UP I SET c)f 4 tov fS'LE 5--k-5 —1 OIJ. (/z £o/Zao .1 — t PATi SH1 VI1JLE. TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS 19 Zr . c. 1kb.4-r 20 1.. "6 eiE1eF4 NAME OF REGISTERED INSPECTOR/ENGINEER/TECHNICIAN (PLease Print) SIMdtJ1t U , -. SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHrTE - FILE • CANARY - CLIENT • PINK. INSPECTOR CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. PROJECT NO. (2/2 INSPECTION DATE ,— FOR WEEK )ENDING /2-I ® P0. Box 23096 • San Diego, CA 92193 V RCE Special Inspections for Construction Projects DVBE • SB (619) 583-6633 Pax (619)583-6654 IL"_ FIELD REPORT CONSECUTIVE 11 REPORT NO. I AM AUTHORIZED BY THE INDICATED AGENCY TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. D City of San Diego 0 DSA ASNT CALTRANS 0 ICBO ACI OSHPD AWS 0 Other 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 Other STRUCTURAL STEEL ASSEMBLY 0 DEEP FOUNDATION 0 SPRAY-APPLIED FIREPROOFING JOB ADDRESS Ze"o pF Xd BUILDING PERMIT NUMBER @ PLAN FILE NUMBER OWNER OR PROJECT NAME e,q1z, n> F 7;q7;.ø'.41 APPLICATION NUMBER tj/,4 CONSTR. MATERIAL (TYPE, GRADE. ETC.) ryp.. 0 DESIGN STRENGTH SOURCE OF MFGR. >/ ARCHITECT DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) H'"' ?2-5e' pi .i f 41- 2 2. 'ô/ 5f/ 242leg ENGINEER A SSO GENERAL CONTRACTOR N41- - CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME - DETAILED REPORT OF WORK INSPECTED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 7K#r t ti,'i/e' fcl3 dW" i47 -ir.i 5f&p .J'(I" Th.ié ?4.*1>fV Ioel 'P TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS 19 ,&-'' 'P y 20 4..d I £1 / NAME OF REGISTERED INSPECToR/ENGINEER/TECHNICIAN (Please Print) B SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. dE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE - FILE • CANARY - CLIENT • PINK - INSPECTOR SIGNATURE CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. S ® P.O. Box 23096 • San Diego, CA 92193 FORCE Special Inspections for Construction Projects DVBE • SB (619) 583.6633 Fax(619)583-6654 IL" FIELD REPORT CONSECUTIVE Ii REPORT NO. PROJECT NO. INSPECTION DATE zpi ,- FOR WEEK 2 ENDING /2- / -i,- /t? I AM AUV-IORIZED BY THE INDICATED AGENCY TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. 0 City of San Diego DSA ASNT fl CALTRANS 0 ICBO 0 ACI fl OSHPD 0 AWS Other 0 REINFORCED CONCRETE STRUCTURAL STEEL ASSEMBLY Ej PRE-STRESSED CONCRETE DEEP FOUNDATION 0 REINFORCED MASONRY SPRAY-APPLIED FIREPROOFING 0 Other JOB ADDRESS . 0 BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME CA-(s &i-o /r7)02& . v APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE, ETC.) () DESIGN STRENGTH () SOURCE OF MFGR; @ AR(HITECT - (j) DESCRIBE MATERIAL (MIX DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) N/fr ENGINEER fi/ • . GENERAL CONTRACTOR . ,iV. • S CONTRACTOR PERFORMING REPORTED WORK /11,1* ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. _________ • TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS # OF TEST SPECIMENS 19 . 20 ,- e ....2-, NAME OF REGISTERED INSPECTOR/ENGINEER/TECHNICIAN (Please Print) je .iØ B SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. dE CONTENT OF THIS REPORT AND FEE CHARGES MAY BE THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized Job Site Contact / Company WHITE- FILE • CANARY - CLIENT • PINK - INSPECTOR SIGNATURE . CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS. ® P0. Box 23096 • San Diego, CA 92193 ',o (FORCE Special Inspections for Construction Projects DVBE • SB (619) 583.6633 Fax(619)583-6654 ILY FIELD REPORT ®CONSECUTIVE CF-12tS8 PROJECT NO. 'INSPECTION DATE FOR WEEK ENDING - 3 /a'l I AM AUTHORIZED BY THE - E City of San Diego EJ DSA ASNT INDICATED AGENCY TO PERFORM D CALTRANS N ICBO ACI SPECIAL INSPECTION IN THE 0 OSHPD fl AWS CATEGORY CHECKED. Other '' REINFORCED CONCRETE STRUCTURAL STEEL ASSEMBLY PRE-STRESSED CONCRETE DEEP FOUNDATION 0 REINFORCED MASONRY SPRAY-APPLIED FIREPROOFING 0 Other JOB ADDRESS . -72CI S. -o BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNER OR PROJECT NAME CQseo c;aie ON46 APPLICATION NUMBER CONSTR. MATERIAL (TYPE, GRADE, ETC.) ® 182-S2cX DESIGN STRENGTH S URCE OF MFGR. c:. ARCHITECT DESCRIBE MATERIAL (MIX-DESIGN, RE-BAR GRADE & MANUFACTURER, WELD-ROD, ETC.) 315.0 F ENGINE .fl LEtAtc V ASSC)(:. GENERAL CONTRACTOR CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME / DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, WORK INSPECTED PROGRESS, REMARKS, ETC. ; 46. t2n ô r-4 Dua t i-i PLA El-I E-Nr l 45 AoPao fl Cu'atc VtQ-O CoraLErE PrS i eO APuO Vux' I r1i Y DO&I C=rN Gi+eT A 1- I 4cQiXE PtAEE1D c! ?rS cOa rcbN r-.c L.tML1/ cQE STr-&Dt t-4 & CONOME—EM PLcQ Via. 12AtLt2.. PNO .k Tit 2Z6340 I r2 X C c1 4OM/ 'l(" TIME ON SITE TRAVEL TIME REGULAR HOURS OVERTIME HOURS U OF TEST SPECIMENS ':5. NAME OF E ST D NSP ERECHNICIAN (e Print) oW 167 )B SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF IS REPORT AND FEE CHARGES MAX.4E THE RESPONSIBILITY OF OTHERS. SIGNATURE Authorized-%e d Company WHITE- FILE • CANARY - CLIENT • PINI( - INSPECTOR SIGNATURE CERTIFICATION NUMBER CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS.