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2081 FARADAY AVE; STRUCT; CB962032; Permit
SPECIAL INSPECTION REPORTS FOR CB962032 2081 FARADAY AVE 1/ City of Carlsbad . •=-i!ONihf~i•l4•i¾i4h,t4Ui September 19, 1997 To whom it may concern, This notice is to inform you of a c ORIGINAL ADDRESS 2080 Faraday Av. 2090 Rutherford Rd NEW ADDRESS 2081 Faraday Av. 2091 Rutherford Rd If you hav~ any questions you can co tact me at (760) 438-1161 XT 4 ae ette Abbey ~ Building Technician 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • {619) 438-1161 ,~ dOoO~j WYMAN TESTING LABORATORIES November 4, 1997 Faraday Center, LLC 4275 Executive Square, Ste. 240 La Jolla, California 92037 • San Diego Co. • Riyerside Co . . ,;.,., • Orange Co. • San Bernardino Co. • Los Angeles Co. • Kern Co. • Imperial Co. • Las Vegas 1-800-487-0355 WTL No. 97-082 Report No. 1 SUBJECT: Final Report of Special Inspection, Koll Tech Center/Carlsbad Research Center, 2080 Faraday Avenue (Lot 50), and 2090 Faraday Rutherford Road (Lot 51), Carlsbad, California. Permit #'s 962032, 962035 Gentlemen: In accordance with your request, this report has been prepared· as a final report of the Special Inspections which were performed at the subject site. The inspections were performed by representatives of Wyman Testing Laboratories at the direction of the General Contractor. Reinforced concrete with design strengths in excess of 2000 psi ( except slabs on grade) were sampled and compressive strengths confirmed. Reinforcing steel used there-in, including anchor bolts and al thread hold downs was inspected by a Registered Special Inspector for correct size, grade, spacing, laps, clean-ups and clearance. Field welding of structural steel, joist to joist and joist to girder have been continuously inspected by a Registered Special Inspector. Field welding was inspected for joint preparation, fit- ups and welders' technique. Completed welds were inspected for size, length, location and quality. Field welding of panel to hold downs, panel to panel and beam seats have been continuously inspected by a Registered Special Inspector. Field welding was inspected for joint preparation, fit-ups and welders technique. Completed welds were inspected for size, length, location and quality. Complete penetration moment welds have been ultrasonically tested for soundness and any defective welds removed, replaced and retested satisfactorily. Installation of high-strength bolts was observed for proper hole dimensions and bearing surfaces in accordance with approved drawings. Verified tension strength by torque wrench method. Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2°6~1Q0 ~~raday Avenue N~7-082 I FOR WEEK ENDING Auaust 15 1'97 f<W'J'._Ef_ O(r'tOliCT~AMt / o ec en er Carlsbad Research Cnt BL'§'% ,'.'._E~~l112°. I PLAN FILE NO. 961-018.01 RONS~l M'i{t,(TYPEcfcRADE. ETi) ea y ix oncre e wcHITECT& M l rnb are a co ~1)1C,'c)STRENGTH I SOURC§ OR M'B'. R.l ee e ow i(1GINR" os 1.-Lo-Torres A~1.'<s3E Mt;'L cM1xga51<=:tt. Rli-Bt£ GRADI: & MF~t l , r. ein orcing ee ~NiRfL ~NTRAETOR t . o ons rue ion Nelson and Sloan Ready Mix 'iO~R. ffi11t1::>REPOJTEe WORKt c~ • u ar ons rue ion Concrete Mix Design #1349 ~yman Testing Laboratories CONCRETE INSPECTION 8-15-97 Inspected the reinforcing steel installation for slabs on grade. Slabs area remove and being replace detail, on sheet S-2. Call for 6" thk slab with #3 reinforcing steel @ 18" o.c. e.w. at center of slab. Inspected reinforcing steel for size, grade, lap, location, and clearances. Verified dimensions of excavated locations. Inspected the placement and consolidation of 68.5 cubic yards of concrete, mix design #1349 in the fol~owing location. Patching of slab on grade remove and being replaced approx area are 13'x16'+-, between line C and F.5 and between line 4 and 6.3 at 15 locations. One set of 4 test cylinders were taken at between line E and F and between line 5 and 6.3. Slump test results 4-1/2". Concrete was supplied by Nelson & Sloan, ticket #640417, truck #401. Work inspected is in accordance with the approved plans and specifications to the best of my knowledge. Time in: 6:30 pm Time out: 12:30 am Interim typed report for reference -original handwritten daily on file. Signed copy to be forwarded at a later. date. JKM 08-19-97 Signed copy on file Steve Roach I l. CERTIFICATION OF COMPLIANCE _q; J {a,.-~~~Lf yY~L) .:: .. I HEREBY CERT! TH~I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS -~IU•«: VIU<C:'-'>ISTER!::l.) 1NSPt:~IUI~ OTHERWISE NO D I . VE..FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS !;§::1? ,~s~t1/e{;~ SPECIFICATION Af'JD A.l:P_LICABLE SECTIONS. Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING D NDT 0 D/B ANCHORAGE 0 SHOTCRETE 0 OTHER JOB ADDRESS N0.97-082 FOR WEEK ENDING August 15 1997 BLDG. PERMIT NO. esearch en. 96-2032 ARCHITECT Ware & Malcomb SOURCE OR MFGR. ENGINEER Koshi-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) esive GENERAL CONTRACTOR Koll Construction CONTR. DOING REPORTED WORK L.R Hubbard PLAN FILE NO. LAB W man Testin Laboratories D/B ANCHORAGE INSPECTION 8-14-97 Observed the installation of ASTM A615, Gr. 60 reinforcing steel #3x2' in 6 11 deep holes with Simpson Strong Tie Set Adhesive for slab dowels in R & R slab repairs between grid lines C & G, 4 & 6.5, 16 sections of slab. Inspected holes for size, depth, and cleanliness and installation per ICBO report #5279. JKM 8-20-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE -Pd~~R~~raday Avenue N<:g7-oa2 I FOR WEEK ENDING Auqust 1 197 '.KWff'.i O~RoicT~AME / o ec enter Carlsbad Research Cnt BLDG. PERMIT NO. ~ 96-2032 I PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE. ETC.) ~CHITECT l mb are & Ma co DESIGN STRENGTH I sou~bH'ii1"f ~r ~GIN}iR os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) f(!N:f:tL C8NTRAr!OR t , o ons rue ion perma ply, capsheet, trumbul type 3 <srTR. io1w RE!f RTED WORK OU 00 J.ng ~yman Testing Laboratories ROOFING INSPECTION 7-30-97 Crew: 7 roofers Kettle: 500°F Weather: Sunny Foreman: Jose Torres Visually inspected all surfaces for loose debris and cleanliness. Inspected the laying of cap sheet in the following locations: North wall east to west wall. Inspected the laying of 1 plys of felt by hot asphalt at soo°F at kettle and 450°F at roof in the following locations: Center section of building east to west walls. CLS 08-06-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Joshua Dedman Zr~i~%h REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ,~.:.~~~F'ir?1oafE-en1;Le N(97-082 I FOR WEEK ENDING August 1 -97 f~1~0 ¥~8ficr~~Mter/Carlsbad Research Cnt BL'g1, £.~1tjl3'2°. I PLAN FILE NO. Blilfrtv11tip1"feo~9..n1f ·> ~CHITECT& M l rnb are a co DESIGN STRENGTH I souRcE o§~'ifti:ller f8~fff-Lo-Torres s'cfitli3.1 lf~r3/1'Xc>a:'J1Nsfi~t' R1fa~ ~ FGR.) 1{1N,1RfL<aNTRA£TOR t • o ens rue .1.on Trumbull Type III Asphalt ~d'hJeOIWo~HHg WORK ~an Testing Laboratories ROOFING INSPECTION 7-30-97 Crew:7 roofers, foreman: Jose Torres, tanker 500°F, weather, clear$ Visually inspected all surfaces for loose debris & cleanliness. Inspected the laying of cap ·sheet in the following locations. Center section from north to south wall. All correction on east wall have been corrected as per mfg specs. JKM 8-05-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS •.. -:c .. 2. • .:. .. ~ . ·, Bob McElheny SIGNA10RE OF l~EGIS1ERED INSPECTOR DATE OF REPORT REGISJER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH O REINFORCED CONCRETE REQUIRED APPROVAL BY THE SPECIAL O PRE-STRESSED CONCRETE 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING D NDT INSPECTOR OF O REINFORCED MASONRY ,CONST.RtMA"tl (TY£.E, GR~OE, ETC.) ~ui~ up ~ooring . Trumbull Type III Asphalt 0 D/B ANCHORAGE N(g7-082 IFORWEEK ENDING Auqust 1 BLDG. PERMIT NO. 96-2032 ARCHITECT Ware & Malcomb ENGINEE~ Koshi-Lo-Torres GEN~Rf'-L CONTRACTOR , Ko~~ Construction CONTR. DOING REPfO,RTED WORK Stout Roo ing I PLAN FILE NO. ~yman Testing Laboratories ROOFING INSPECTION 7-29-97 0 SHOTCRETE 0 OTHER Y91 Crew: 7 roofers, foreman: Jose Torres, weather: cloudy, drizzly at 10 am. Job shut down. Tanker 500°F. Visually inspected all surfaces for loose debris and cleanliness. Inspected the laying of cap sheet in the following locations: east end of bld from, north to south wall at east wood parapet wall, the roofers had previously installed their base sheet solid mopped with asphalt. I informed them mfg. specs state the base sheet must be nailed not hot mopped. The foreman Jose Torres informed me he would ro-do the area in accordance with mfg. spec. Job supts were also notified and were in agreement with my corrections. P-KM 8-05-97 Signed copy on file. Bob McElheny CERTIFICATION OF COMPLIANCE ~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS 7REj!s INMCIOR OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & 2 ~i,.,.9 ~ SPECIFICATIONS, AND APPLICABLE SECTIONS. 7:5ATE REPo REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NOT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2~~8D'W~raday Avenue N<g1-oa2 I FOR WEEK ENDING Auqust 1 1!J7 f Wt6f OiiiPROfiCclAMt / o ec en er Carlsbad Research Cnt. BLDG. PERMIT NO. 96-2032 I PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE. ETC.) ARCHITECT Ware & Malcomb DESIGN STRENGTH I SOURCE OR MFGR. ENGi~~ . Kos 1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) ~ENf1f L t!ONTRAfTOR , o ons ruction Electrodes E7018 §ONTR. DOIN<srPORID WORK ierra ee W'~an Testing Laboratories FIELD WELDING INSPECTION 7-28-97 Wisually inspected the field welding for connection the washers to the column base plate and welding of short bolts for columns on the grid lines Fl.5 and CTl.5 per details RFI #36 and on the page #03 from 6-97. bne certified welder welded on site today. CLS 08-05-97 Signed copy on file. ., ... ~"" ........ CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. - Leon Veitzman SIGNAtORE OF R~~~;> Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE · 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE _tcr~5Dr.pAraday Avenue N~7-Q82 I FOR WEEK ENDING August 1 -@7 f~~~0~~8fic~~Hter/Carlsbad Research Cnt BLig1:j ~~1dl§lf'· I PLAN FILE NO. 3€;'1<fE· MAT'L (TYPE, GRADE, ETC.) ~CHITECT& M l mb are a co DESIGN STRENGTH I sou~~RB.~'r~·r ~GINfff" os 1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) iiNi!fL ~NTRAt_TOR t , o ons rue 1.on perm ply, capsheet, trumbul type 3 ~6"u 1t,01it1fc5HH:g woRK ~an Testing Laboratories ROOFING INSPECTION 7-28-97 Crew: 7 roofers Kettle:500°F Weather: cloudy . Forernan:Jose Torres Visually inspected all surfaces for loose debris and cleanliness. Inspected the laying of cap sheet in the following locations: north section 10' off north wall east to west wall. South section 90' in from wall east to !west wall. Inspected the laying of lplys of felt by hot asphalt at 500°F at kettle and 430°F at roof in the following locations: north wall east to west wall north & south walls. Test sample of hot asphalt was taken at 7:30 am. CLS 08-06-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. at 430 degrees F. on roof. Joshua Dedman l~EGISIER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ::firs'BD1F'~raday Avenue N(97-082 I FOR WEEK ENDING August 1 ,97 f~~~0 ~~8Hcr~~Mter/Carlsbad Research Cnt BL'g15 ~~1ci13rp. I PLAN FILE NO. §~E· MAT'L (TYPE. GRADE. ETC.) ~CHITECT& M l mb are a co DESIGN STRENGTH j sou~c§:R~/f'f~·r ~GINNI< os 1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ilNl':tL <aNTRAt_TOR t , o ons rue ion cap sheet, trumbul type 3 ~NTR. 't,OING RE¥fTED WORK ou roo ing ~an Testing Laboratories ROOFING INSPECTION 7-27-97 Crew: 6 roofers Tanker: 5 O o°F Weather: clear Foreman: Jose Tores Visually inspected all surfaces for loose debris and cleanliness. Inspected the laying of cap sheet in the following locations: south wall east to west. 30' off south wall to center section of roof about 80' from south wall in. Test samples were taken at 7:30 and 12:00 pm on roof, hot asphalt being layed at 425 degrees. CLS 08-06-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Joshua Dedman ~<DINSPECIOll ~~=c l~EGIStERNOMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH . 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE :R,1~5D'F'Araday Avenue N(97-Q82 I FOR WEEK ENDING August 1 197 K~11°¥J8~cT~~~ler/Carlsbad Research Cnt BU??6 ~E:!t613r-p· I PLAN FILE NO. 30~&1AT'L (TYPE. GRADE. ETC.) ~CHITECT& M l mb are a co DESIGN STRENGTH I sou~dR\iff'f~·r ~GINRR os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) ~Nf_tL 'ctTRAiTOR t , o ens rue ion synco staple system, perma ply ~TR. !i:Ol'rfc RE1t9:RTED WORK OU 00 J.ng cap sheet with trumbul type 3 ~~an Testing Laboratories ROOFING INSPECTION 7-26-97 Crew: 6 roofers Kettle: 500°F Weather: clear Foreman: Jose Tores Visually inspected all surfaces for loose debris and cleanliness. Inspected the laying of base sheet in the following locations: center of building east to west walls. section Inspected the laying of 1 plys of felt by hot asphalt at soo°F at kettle and 430°F at roof in the following locations: North center section of roof east to west walls. Inspected the laying of cap sheet in the following locations: South wall 30' out east to west walls. CLS 08-06-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Joshua Dedman Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NOT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~<tf~BD~Jraday Avenue N<g7-oa2 I FOR WEEK ENDING JULY 25 197 :f< w:r,5: Ol_rPROliCEAMt / Research Cnt BLDG. PERMIT NO. I PLAN FILE NO. o ec en er Carlsbad 96-2032 _§=O1c1;Ifcf'1AT'L (TYPE, GRADE. ETC.) ARCHITECT l rnb Ware & Ma co DESIGN STRENGTH I sou~JI?fi~f:r fGINKif os 1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) iENf:t'L 'cONTRAf OR t , o ons rue 1.on base sheet, glass ply 5, trurnble $~TR. D'.ttiREPOf~D WORK rou oo 1.ng type 3, senco staples 1". W'yman Testing Laboratories ROOFING INSPECTION 7-25-97 Crew: 7 roofers Kettle: 500°F Weather:cloudy Foreman: Jose Tores ~isually inspected all surfaces for loose debris and cleanliness. Inspected the laying of base sheet in the following locations: north wall 65' south east to west walls. By senco fasting systemic staples 1 If • Inspected the laying of 1 plys of felt by hot asphalt at 500°F at Tanker and 430°F at roof in the following locations: north section of roof east to west twall. CLS 08-06-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. Joshua Dedman ?;f J ;fo?r REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ~~BD~Araday Avenue 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING N(97-Q82 BLO.~_Pl;El\.:JII.~O. Research Cnt !:lb ;,W.:S:l ~CHITECT& M l mb ware a co 0 FIREPROOFING D NOT 0 D/B ANCHORAGE I FOR WEEK ENDING JULY 2 5 · 1 PLAN FILE NO. DESIGN STRENGTH f8Mrf-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE&~.) SENliAAL CONTRACTOR t , Ko..1...1. L:ons-c.ruc ion concrete primer-trumbull type 2 asp. ~i½nan Testing Laboratories senco ribbon fastening system, 1" stap es ROOFING INSPECTION 7-23-97 0 SHOTCRETE D OTHER 97 Verified the materials to be used are as noted in approved drawings & specifications. Crew: 7 roofers Kettle:soo°F Weather:cloudy Foreman: Jose Torres - Visually inspected all surfaces for loose debris and cleanliness. Inspected the laying of base sheet in the following locations: West wall north to south wall. Inspected the laying of 1 ply of felt by hot asphalt at 500°F at kettle and 450°F at roof in the following locations:65' east from west wall & north to south wall. The following type of insulations were used on this project, Type: 1, type III, manufacturer: Trumbull compliance D312. The cant used was made from Perlite material and measured 5". The roof drains on this project were located at east & west walls-6 on each side and are internal. The flashing to be placed at drains is lead. I informed the roofing Foreman to have his roofers broom in the ply, he informed me he would comply. CLS 07-30-97 Signed copy on file. Bob McElheny CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. ~DINSPECIOI~ Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE :Rft6D~araday Avenue N~7-Q82 I :~~1~!EK JULY 2 5 97 K~1~°T~8ffcc~Hter/Carlsbad Research Cnt, BL~i _!:~~13~. I PLAN FILE NO. §-£~EflMAT'L (TYPE. GRADE. ETC.) ~£~Mer& Malcomb j>ij1Gt{§1ENGTH I SOURCE OR MFGR. RjGl~flR os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) if<Ni':tl <aNTRA£TOR t , o ons rue ion E71Tll electrode FCAW W.~R. D<;_i!NToi5P0RTED WORK •• i er Wfman Testing Laboratories FIELD WELDING INSPECTION 7-21-97 Visually inspected the field welding of added truss hangers at entry@ grid 1.5 between G & F and at grid line 2 and K per detail from M.R. Timber and approved Engineer dated 7-17-97. Certified welders were observed for proper welding pr0cedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. ~LS 08-31-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE L,, ~ff_\ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. .::,1\;:J'1..,./""\1Ul<t vr-1(t:C::,l::>lt:l<t:U ll'i.:)t't:'-IUI< i~EGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2°6~BD~~raday Avenue NC97-082 I FOR WEEK ENDING JULY 25 197 f<W'j_Ef Olr'?OffT~AME:i:, / o ec en er Carlsbad Research Cnt BL1~15 !:_E~~l"§~O. I PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE. ETC.) W,CHITECT& M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. ~GINRr. os .1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ~Nf:tL 'ctTRAf:_TOR t , o ons rue .1.on ASTM A325 H.S. Bolts <gjNTR. DOIN~ POR:fD WORK .1.erra ee ~~an Testing Laboratories H.S BOLTING INSPECTION 7-21-97 Inspected the installation of ASTM A325N high-strength bolts, including bolt holes and faying surfaces for roof framing beams between lines 1 & 2 and A & B per details 9 & 10 on sheet SD7. Verified fastener tension by the turn of-nut tightening method and table 22- IV-E UBC. Work inspected is in accordance with the approved plans and specifications. CLS 08-01-97 Signed copy on file. CERTIFICATION OF COMPLIANCE • I'•: • I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins -~ e:,4_ __ ,_ ::m::iNAIUl<t: Ut-l<t:~1::iTERtD 11,.:,rc\..-lUI< REGISTER NuMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 2~~8D~~raday Avenue 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING N~7-082 0 FIREPROOFING D NDT 0 D/B ANCHORAGE I FOR WEEK ENDING JULY 18 .OW~E,R O~PRO,JECT,.t,JAMI; / KO~~ ~ecn cen~er Carlsbad BLQ~ PE.EMIT NO . Research Cnt ~o-~032 I PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE. ETC.) I SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) E71Tll electrode "8CHITECT M l mb ware & a co Krsg~f-Lo-Torres G,EN!;RAL G,_ONTRACTOR t , KOLL construe ion CONTR. DOING REPORTED WORK ~~an Testing Laboratories FIELD WELDING INSPECTION 7-18-97 0 SHOTCRETE 0 OTHER 97 Visually inspected the field welding of web stiffeners and bottom chord braces for added tube steel framing for roof parapet at entry on line 1 per detail from engineer dated 6-10-97. - Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. CLS 07-29-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins SIGNATURE OF REGlslERED INSPECTOR :;Zr; ct ~-;;/1 / REGIS~ ,~R Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~tt'o°RF&raday Avenue N(97-082 I FOR WEEK ENDING JULY 18 f!J7 f~~i0¥J8tcr~~~~er/Carlsbad Research Cnt BL~1, ~E11d'§'20. I PLAN FILE NO. A~!Ji· ~ti<§'PEg¥~efeET15)0 ijCHITECT& M l mb are a co ij'tj'61t)ST,~H / s9feCf §'~Wfihoan ~GINRl2 os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) ~Nj_~L <ctTRAtTOR t , o ons rue ion 4000 PSi 1" rock, concrete Ror-r,R. 13:0IJ!,t REP~TEe WORKt t . • u ar ons rue ion Co. A615 grade 60 rebar ~yman Testing Laboratories CONCRETE INSPECTION 7-17-97 Inspected the reinforcing steel installation for S.O.G. approved drawings. per details of the Inspected reinforcing steel for size, grade, lap, locations, and clearances. Inspected the placement and consolidation of 50 cubic yards of concrete, mix design #1349 in the between G-G.5 and L-M. s.o.G. on front line of the building One set of 4 test cylinders was taken from the 3rd truck. Concrete was supplied by Nelson/Sloan. Slump test results was 4-3/4". To the best of my ability the work inspected is in accordance with approved plans and specifications. CLS 07-28-97 Signed copy on file. Douglas Ehlen CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. o~AT~o~sPEC1ol~ Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE :tcf8'8DR_e$iraday Avenue N(97-082 I FOR WEEK ENDING JULY 18 ~7 f~~~0 ~~8~c-~~Mter/Carlsbad Research Cnt BL~i.::,~1~20. I PLAN FILE NO. g£~~lMAT'L (TYPE, GRADE, ETC.) ~CHITECT are & Malcomb jijl~§f NGTH I SOURCE OR MFGR. r«GI~~ os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) J{ENf r:tl tfcNTRA-fTOR t , o ons rue ion E71Tll electrode (FCAW) §ONTR. DOIN<§~PORf D WORK ierra ee W'yman Testing Laboratories FIELD WELDING INSPECTION 7-17-97 ~isually inspected the field welding of 3-1/2x3-1/2x5/16 tube steel to wide flange roof beam for parapet at entrance per detail from engineer dated 6-10-97. !Welding of stiffeners and low chord bracing is in progress. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications • .......... ,:--.,... __ , __ CLS 07-29-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins ~ ~~ SIGNATURE OF REGISTERED INSPEClOI~ 7-/7-77 b/2_ bArE OF l~EPoRT REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY .THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE zcf~5D~&raday Avenue NC~}?-082 I FOR WEEK ENDING JULY 18 -97 ~~1~0 ~~a~c~~Mter/Carlsbad Research Cnt, BL~i _!:~'d13~p-I PLAN FILE NO. SJ?~~AT'L (TYPE. GRADE. ETC.) ~CHITECT& M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. ~GINNI,! os 1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) roNi':f'L ~NTRAfTOR t , o ons rue 1.on simpson strong tie. set epoxy ri<:"ft w~i~r~TED WORK wtman Testing Laboratories D/B ANCHORAGE INSPECTION 7-16-97 Inspected the installation of 7, #4 ASTM A615 reinforcing bars for missing slab dowels at slab pour strip on G line with simpson strong tie adhesives to 6" embedment in 4000 PSI concrete. Inspected holes for size, depth, and cleanliness report #ER5279. NOTE: Need Engineers approval for this repair. CLS 07-29-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. set epoxy - and installation per ICBO Ron Calkins 7 -/6-? 1 6/2- DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ;;ffl~BD'YAraday Avenue N(97-082 I FOR WEEK ENDING JULY 18 @7 ~~1~0 ¥J8Hc~~~ter/Carlsbad Research Cnt BL~1; ~Ei1d13~o. I PLAN FILE NO. S~~~lMAT'L (TYPE. GRADE, ETC.) ~RCHITECT& M l mb are a co :3ijlGi<:§lj:=NGTH I SOURCE OR MFGR. ~GINK~ os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) KtiRfL caNTRA~TOR t . o ons rue ion E7018 electrode (SMAW) CONTR. DOING REPORTED WORK W'yman Testing Laboratories FIELD WELDING INSPECTION 7-15-97 Visually inspected the field welding of column being replaced due to damage RFI #46. -- Welding of column cap and base plate per details 2/SD3 & 8/SD-2. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications • . CLS 07-29-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE -~~~~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS "'""NAIUl<t: vr 1<1:1;;1::,1t:1<t:U 11~,0r'C:'-IUI< OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. 7-co-97 DATE OF REPOR r l~EGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE. GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NOT 0 D/B ANCHORAGE FOR WEEK ENDING CONTR. DOING REPORTED WORK ROOFING INSPECTION 7-15-97 0 SHOTCRETE 0 OTHER Pre roofing conference, in attendance: Koll rep. Tim Nelson, Stout Roofing rep. Torn Hoover, Wyman labs, Bob McElheny. We discussed.the approved Schuller specs, 3 GNC. We had a walk through on the roof and-inspected the installed sky lights and the system the roofers were going to use to seal them properly. JKM 7-28-97 Signed copy on file. Bob McElheny CERTIFICATION OF COMPLIANCE ~~--A'/~ . I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ~D INSPEC1oR OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & "? _,,, r-.~ SPECIFICATIONS, AND APPLICABLE SECTIONS. ,_--,, ' ,,. / "' -o=-A-rE-o-F'-R-EP_O_R_T -REGISTER NOMsm Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE. GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING ARCHITECT SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING 0 NDT 0 D/B ANCHORAGE FOR WEEK ENDING CONTR. DOING REPORTED WORK LAB ROOF NAILING INSPECTION 7-14-97 0 SHOTCRETE D OTHER Visually inspected all nailing at roof sheeting at all A areas on bld #50. All nailing has been installed as per roof diaphragm nailing plan page S-6 plans. JKM 7-28-97 Signed copy on file. Bob McElheny CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLES~INSPECTOR OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS .. --:, _. "..,;i. 7 SPECIFICATIONS, AND APPLICABLE SECTIONS. -'~-,,~ '.:-....,.,.,.;'~-· DATE REPORT REGISTER NUMBER '• •,' . -. -' --. -. . .. . ..... -.. _. -.. -·-. . -... .. · .... ·.·--. Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT D OTHER I INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE !1cr~5D'¥araday Avenue N~7-082 I FOR WEEK ENDING JULY 11 97 ~~1~0 ~~8ftc~~Hter/Carlsbad Research Cnt BLlg't ,1:~ijl§tp· I PLAN FILE NO. CONSTR. MAT'L (TYPE, GRADE, ETC.) v,f;CHITECT& M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. RlGINfl:I;! os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ftt:tL <c?cNTRAfTOR t , o ons rue ion SONTR. DOIN~~POR.J:'D WORK ierra ee W"tman Testing Laboratories ULTRASONIC TESTING JULY 11, 1997 Performed ultrasonic tests for soundness of full penetration welds of column to girder moment connections at the following points. G line at 1-inspected only accessible areas weld of approved repair as per attached drawing. Weld passed (approximately 2" of weYd on each side of web iwas inspected. ) 1G line at 1.5 L.5 line at 1 G line at 2 L.5 line at 1.5 L.J line at 2. IAll passed. !Ultrasonic tests were performed with a Kraut Kramer usk 7 scope at 2dbcf/38dbsl/52dbsl utilizing a 2.25 MHZ degrees shearwave transducer. 70 t!LS 07-23-97 Signed copy on file. Charles Stanley ~ CERTIFICATION OF COMPLIANCE / /,,,F. _C--. I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS _.. -,,o,;;,IVI-\JUl(C ,_,,-J<t\:il::ilc1<c1.J "'"' ~-·-" OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & · SPECIFICATIONS, AND APPLICABLE SEc;TIQNS. "b:f¥bfR\PbRT L. -:;-,/~ REGISTER NOMsrn . -. _, ..... ----.. ·.-· ___ :., .. ·-.: .... Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE :Rj~trfR~araday Avenue N(97-082 I FOR WEEK JULY ENDING 11 -07 R~~I 0 ¥~8ficr~~M~er/Carlsbad Research Cnt Blig1, f_E'~f~f§~· I PLAN FILE NO. S'e.~~lMAT'L (TYPE. GRADE, ETC.) ~CHITECT& M l mb are a co !3'6i:K!3~RENGTH I SOURCE OR MFGR. ~GINffR os 1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ~Nj_r._fL'aNTRAtTOR t • o ons rue 1.on E7018 electrode W.~· D~1ri}jPORTED WORK •• 1. er E71Tl electrode ~an Testing Laboratories FIELD WELDING INSPECTION 7-10-97 Visually inspected the field welding of roof joist connection in the following locations: Welding of joist top chord extensions at joists 10, 11,·12·, 13, & 14 per detail from ISP dated 7-2-97. Welding of girder stabilizers per detail 4/SD7. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. CLS 07-24-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE ~ &//1_ I HR C T E EBY ERTIFY THA I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ::il<=NAIUl~I: vr Ht:t.:;l::>lc:1<cD 11~.::wc:-..;1u« OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. 7-fO-97 DATE oF i<EPOl<T . ~ .... Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF :mi~BDR~araday Avenue 68'!1ra~erPE. GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING N~7-082 ~CHITECT& M l mb ware a co ~1ljl(jtiSTRENGTH I SOURCE OR MFGR. r8~H1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) mix design #1349 0 FIREPROOFING D NOT 0 D/B ANCHORAGE I PLAN FILE NO. Wfman Testing Laboratories cuNCRETE INSPECTION 7-10-97 0 SHOTCRETE D OTHER e1 Inspected the reinforcing steel installation for pour strip on line A from 1 to 2.15 and 1 line from A to E.2 and interior panels 60,61,62, & 63 per detail 1/5D2. ~ Inspected the placement and consolidation of 50 cubic yards of concrete, mix design #1349 in the above locations. One set of 4 test cylinders was taken on line 1 at Bline. Slump test results 3-3/4". Concrete was supplied bY Nelson/Sloan ticket #632050, truck #364. CLS 07-24-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins REGISTER NUMBER . . . . . . . .. . . ' . ' . .. . ·.·.·.·. Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE fcr~6D~iraday Avenue N<:g7-082 I FOR WEEK ENDING JULY 11 97 K~1~0~~a~c~~Mter/Carlsbad Research Cnt BL§t .!:'2~1,3~0. I PLAN FILE NO. g£~~1MAT'L (TYPE, GRADE. ETC.) MCHITECT& M l mb are a co jijlGf{gij:NGTH I SOURCE OR MFGR. IDGJ~J;! os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) K1Nf ':tl <aNTRA£TOR t , o ons rue ion E7018 electrode SMAW $'3_'.'lJt~iNi~~OJf/g~f(. Timber E71Tll electrode FCAW ~man Testing Laboratories FIELD WELDING INSPECTION 7-9-97 [Visually inspected the field welding of fillet weld connection in the following locations: Melding of shim plates for joists per RFI #37 at grid~ F/2 & E/2. ~elding of added stiffener plate at wide flange roof beam to joist connection per detail from engineer dated 7-9-97. ~elding of top chord extension at joists 10,11,12,13 & 14 is in progress per ISP's repair detail dated 7-2-97. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with ~he approved plans and specifications. t!LS 07-24-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins ~ ~ .;,1-=,1,r\lUl-lt: .._.,r "~=,..,lt:l<t:U .,,.,,c.._lVI< REGISTER NUMBER -·· : .... --· .· .. ·. -·-.· ,._•:,._.:,_ ...... · .. • .. : .. : .......... . Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~~6D'F'!raday Avenue N(97-Q82 I FOR WEEK ENDING JULY 11 97 f~1~0¥J8~cr~~~ter/Carlsbad Research Cnt BL~1; ,!:_~~1§'20. I PLAN FILE NO. · $~~~1MAT'L (TYPE. GRADE, ETC.) ~CHITECT& M l mb are a co jijlGk§lj:NGTH I SOURCE OR MFGR. 1(1GINHl2 os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ftJ.".f'L 'ctTRAtTOR t , o ons rue ion E7018 electrode SMAW EfJNTR. DOIN~POR:[/ ~Off .1.erra ee • • Construction E71Tll electrode FCAW W'froan Testing Laboratories FIELD WELDING INSPECTION 7-8-97 Visually inspected the field welding in the following locations: Welding of complete penetration groove weld moment fra~e.connections at line G at 1 line per detail from engineer for RFI #41. Welding of shim plate at joist seat at grid M.5/7 per RFI #37. Certified welders were observed for proper welding procedures and techniques. Completed welds were ·free of visible defects and in accordance with the approved plans and specifications. tLS 07-24-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE ~~~ I HEREBY C ERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ::il(.::;NAI Ul<t: Ut-l'(C\.::'h::>I t:.l<tU 11~~:WC\.... I VI OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. REGlsTm NUMBER • 0 0 0 0 0 0 -0 • o R•-• ._: .. · ... ,. . · .. ' . . :....: .. Wyman Testing _ Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE fcr~BD"F'Araday Avenue N(97-Q82 I FOR WEEK ENDING JULY 11 97 f~1~0 ~~8~c~~~ter/Carlsbad Research Cnt BL~i~~1c113'2o. I PLAN FILE NO. 3£_igglMAT'L (TYPE, GRADE. ETC.) ~CHITECT& M l mb are a co ~ijl~~~NGTH I SOURCE OR MFGR. 1<1Gl~'1 os 1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) mNf1:tlcaNTRA£TOR t . o ons rue ion E7018 electrode SMAW W.fjfR, D~N'.rrfilPORTED WORK •• i er E71Tll electrode FCAW W§-man Testing Laboratories FIELD WELDING INSPECTION 7-7-97 Visually inspected the field welding of joist to joist and joist to lines 4 & 5 from A to H line per details 1/SD3 & 6 /SD~. _ girder on Certified welders were observed for proper welding procedures techniques. and Completed welds were free of visible defects and in accordance with the approved plans and specifications. CLS 07-25-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins ~A~OINSPECToR 7-?-9? 6/2 DATE oF REPORT REGISTER NUMBER . . . . . . . -. . . . . . . . . . . _ ... .,. . . . . ... ' Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2ca3t8D~Araday Avenue N(97-082 I FOR WEEK ENDING JULY 4 97 ~~t~Ol.f:i~~~c~~~ter/Carlsbad Research Cnt BL§% !,ijl3~o. I PLAN FILE NO, s£1eSe'1. MAT'L (TYPE, GRADE, ETC.) MCHITECT& M l mb are a co j~1Gf<§':l_ENGTH I SOURCE OR MFGR. i<jGl~Er;? os .1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) l{E~1J;L ~NTRA£TOR t , o ons rue .1.on E7018 electrode SMAW W.1ftR· i'.rfW>~t-ORTED WORK E71Tll electrode FCAW Wyman Testing Laboratories FIELD WELDING INSPECTION 7-3-97 Visually inspected the field welding in the following locations: Welding of joist connection on line 2 from A to F & 6 line from H to A per details 1/SD3, & 6/SD3. _ Melding of plate to joist on N line at 5 & 6 line per detail 6/SD6 at grid H/6 per detail 5A/SD3. and plate Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects ~he approved plans and specifications. and in accordance with CLS 07-23-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. Ron Calkins SIGNAlORE OF REGISTEf~ED INSPECloR o?rE ;½;;,Zr? REG/$~ ~~ER .... · ... - Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2'1fttBD'F'Araday Avenue N~7-Q82 I FOR WEEK ENDING JULY 4 97 f~r~o~~a~c~~Mter/Carlsbad Research Cnt BL~1>~~~13~o. I PLAN FILE NO. g£~~1MAT'L(TYPE. GRADE, ETC.) ~CHITECT& M l mb are a co ~~lGf<:§fNGTH I SOURCE OR MFGR. it:Gl~la? os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) Krt~L ~NTRAf.TOR t . o ons rue ion E71T11 electrode FCAW W."tlR. D<ii!N1rfilPORi§ WORK •• J. er ierra Steel E7018 electrode SMAW ~an Testing Laboratories FIELD WELDING INSPECTION 7-2-97 ~isually inspected the field welding in the following locations: !welding brace frames on line J & E per details 8/SDS & 1/SDS. !welding of roof joist on 7 line from A to H line and·l-line from AT to D per details 7/SD3. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifi~ations. CLS 07-23-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE ~~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. slGNAl@E Of REGISTERED INSPECtoR 7-z~r?. 6/Z DATE Of REPORT REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE f<jl~BD"F'!raday Avenue N(97-Q82 I FOR WEEK ENDING JULY 4 91 K~~~o~~8fic~~Mter/Carlsbad Research Cnt BL1gt ,!::~'<:JIJ'20. I PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE. ETC.) ~CHITECT& M l rnb are a co DESIGN STRENGTH I SOURCE OR MFGR. rGINfP os 1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) xrtifL caNTRAfTOR t . o ons rue ion W.~i<,; ~illifJrORTED WORK W'§-:man Testing Laboratories ROOFING NAILING INSPECTION 7-2-97 INSPECTED ROOF NAILING FOR AREA A PER DETAIL A/S6 WORK IS IN PROGRESS. -· •' -. . t:!LS 07-23-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. - RON CALKINS ~ 7_/.d ·"' ,, --_,,...,,,w.,.,v,<c: ur 1<c:1.:>1.;,lt:l./t:U ll~.;,r-c:-.;IUI./ 7-Z-97 DATE OF REPOIU REGISTER NOMBEI~ Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE f<r8'5D~a.raday Avenue N(97-082 I :~~1i!EK JULY 4 07 f~1~0 ~~8flc~~Hter/Carlsbad Research Cnt BL§% .J:.~1ljl§~· I PLAN FILE NO. s'er~lN¥1MAT'L (TYPE. GRADE. ETC.) Wa:~~cr& Malcomb !3't11Gt{:S'!NGTH I SOURCE OR MFGR. ~8~Hl-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ~ir:f-L<c?c:Wf~t1Pfiction E7018 electrode SMAW 'Sl~~f~N~~P~!f M:'~. Timber E71Tll electrode FCAW wtinan Testing Laboratories FIELD WELDING INSPECTION 7-1-97 Visually inspected the field welding in the following locations: Welding of roof joists to joist seats on line 7 from H to Pline per detail 7/SD3. Welding of brace frame on Jon line is in progress per detail 1/SDS. Welding of shear clip to beam of grid 2/F per detail 14/SDS. Certified welders were observed for proper welding procedures. and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. ~ --...... ~~-.. -...... , . .. .. t!LS 07-23-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE -~ ~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. SIGNATUl~E Of-REGISTEf~ED INSPECTOR oA,?o~~;oZ 7 Rt:G~/ ~BER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 88Wb~"t~PYPE, GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING N(97-082 l\RCHITECT& M l mb ware a co 0 FIREPROOFING 0 NDT 0 D/B ANCHORAGE I FOR WEEK ENDING JULY 4 I PLAN FILE NO. jtfllrtl STRENGTH I SOURCE OR MFGR. f8~f-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) concrete mix design #552 ASTM A615 grade 60 7-1-97 ~EN.l;Rf\L <;.PNTRA~TOR t , KOii cons~ruc ion W'yman Testing Laboratories CONCRETE INSPECTION 0 SHOTCRETE 0 OTHER 97 Inspected the reinforcing steel installation for concrete paving slab at loading dock south of 7 line between lines G.5 and O. Inspected the placement and consolidation of 314 cubic yards of concrete, mix design #552 in the above locations: · One set of 4 test cylinders was taken from slab at line M. Slump test results 3-1/2". ~oncrete was supplied by Nelson/Sloan ticket #630431, truck #602. bne set of 4 test cylinders was taken at line J, slump test results 4" • ~icket #630508, truck #374. bne set of 4 test cylinders was taken at line H, slump test results 4", ~icket #630569, truck #318. Work inspected is in accordance with plans and specifications. CLS 07-23-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE .2'cf 8'8DRffJraday Avenue N~7-Q82 I FOR WEEK ENDING JULY 4 97 f< W:t_lf OllsPRO}iC~AMt_ / o ec en er Carlsbad Research Cnt BL~1, ~,~13 '20. I PLAN FILE NO. cgNsTR. Mf-fl (TYPE, GRADE, ETC.) c ncre e ~CHITECT are & Malcomb Sijlcrtl STRENGTH I sou~? fR MFGJs 1 e son oan ~GINf;~ os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) iltJ.':tL ~tTRAf_TOR t , o ons rue ion concrete mix design #6522 L<:i~ D?J~1:>'ls~~lf D WORK #4 A615 grade 60 rebar Wyman Testing Laboratories CONCRETE INSPECTION 6-30-97 Inspected the reinforcing steel installation for concrete pairing slab at loading dock south of 7 line between A & G.5. Inspected reinforcing steel for size, grade, lap, spaci_ng, and clearances. Inspected the placement and consolidation of 364 cubic yards of concrete, mix design #6522 in the above locations: First set of test cylinders was taken at line F slump test results 3 II • Concrete was supplied by Nelson/Sloan, ticket #630172, truck #364. Second set of test cylinders was taken at line C, slump test results 3 II • Ticket #630241, truck #374. Set #3 was taken at line B.5 slump 3-1/4" truck #355, ticket #630297. Mork inspected is in accordance with plans and specifications. CLS 07-23-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. ~EO~EClOR Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE :fif~B0 Rf'a.raday Avenue N(97-Q82 I FOR WEEK ENDING JULY 4 97 R~1~0 ¥~8ficT~~M~er/Carlsbad Research Cnt BL1g1:j _!'.'._F~~13~o. I PLAN FILE NO. 5't1g~lMAT'L (TYPE, GRADE. ETC.) ~CHITECT& M l rnb are a co DESIGN STRENGTH I SOURCE OR MFGR, ~G1Nffi< os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ~Nj_ra_tL ~NTRAFOR t . o ons rue ion A36 Steel ~ GONTR. DOl~REPff~ W~RK T • mb ,ierra ee • • J. er E7018 electrode SMAW wtman Testing Laboratories E71Tll electrode FCAW FIELD WELDING INSPECTION 6-30-97 Visually inspected the field welding in the following _locations: Welding of joist to joist seats and plates for nailers to girders per details 1,6,7 on sheet SD3 on line 2 from E to F & on line 3 from A to C. Welding of moment frame complete, penetration groove welds at column to beam on grid G/1.5 & G/2. Melding complete penetration groove 11/SD7. detail welds at beam to beam at grid L.5/2 per Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. 'cLS 07-23-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins ~ ~ Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE, GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING BLDG. PERMIT NO. ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK LAB FIELD WELDING INSPECTION 6-27-97 0 SHOTCRETE D OTHER . Visually inspected the field welding of fillet and complete penetration groove weld connections in the following locations: Welding of moment frame complete penetration groove welds per details B/SDS & 2/SDS at grids L.5/1.5, L.5/1.9. Welding of joist plate and joist to girder connections per detail 6/SD3 on line 3 from D to C and 2 line from F to G. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and were free of visible defects and in accordance with the approved plans and specifications. JKM 7-7-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I_ HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE 'FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS~b!'JP APPUCABL~ SECTIOf'.!S. -.,,. .. ,.,_ .. ./ ... ~,,,_·~ .... :'i_ "'· Ron Calkins 75.Y'c..S- REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE, GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK LAB FIELD WELDING INSPECTION 6-26-97 Visually inspected the field welding in the following locations: 0 SHOTCRETE D OTHER Welding of joist to joist plate and joist to girder connections per detail 6/SD3 on line 5 from P to H, 3 line from H to D & 2 line from G to H. Welding of plates for nailers on line 5 from N to P & 2 line from G to H per detail 1/SD3. Welding of plate connection at W24x68 beam to joist at grid H/4 per detail 18/SD3. Welding of moment frame complete penetration groove welds at grid L.5/1.1 per details B/SDS 2/SDS. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. JKM 7-7-97 Signed copy on file. Ron Calkins -. ·-. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE $ECTIONS. Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE. GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NOT 0 D/B ANCHORA~E FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK FIELD WELDING INSPECTION 6-25-97 0 SHOTCRETE D OTHER Visually inspected the field welding of fill et weld connections in the following locations: Welding joist to joist plate connections per detail 6/SD3 on line 4 from P to H. Welding of plates to girder for nailers on line 4 from P to N per detail l/SD3. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications . . ;}. ' JKM 7-7-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. ' Ron Calkins b-~S--9? DATE OF REPORT 7S-JZS-REGISTER NUMBER Wyman Testing Laboratories COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING CONSTR. MAT'L (TYPE, GRADE, ETC.) ARCHITECT DESIGN STRENGTH DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR CONCRETE INSPECTION 6-25-97 (619) 675-0270 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. 0 SHOTCRETE D OTHER Inspected the reinforcing steel installation for poor strip on lines 7 & A per detail 4/SD2 & 3/SD2. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Inspected the placement and consolidation of 70 cubic yards of concrete, mix design #1349 in the above locations: One set of four test cylinders was taken from poor strip at panel #44 on line 7. Slump test results 4-1/2" Concrete was supplied by Nelson & Sloan, ticket #629373, truck #301 Work inspected is in accordance with approved plans and specifications. JKM 7-7-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. ReCE.-20 JUL 2 2 1991' Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS OWNER OR PROJECT NAME CONSTR. MAT'L (TYPE, GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING BLDG. PERMIT NO. ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK LAB FIELD WELDING INSPECTION 6-24-97 0 SHOTCRETE 0 OTHER Inspected the field welding of fillet weld connection in the following locations: Welding of plates at joist to joist connection on line 3 from N to H per detail 6/SD3. Welding of plates to girder for nailer on 4 line from P to N per detail 1/SD3. Welding of joist to girders between lines 1 & 2 from G to H line per detail 6/SD3. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. JKM 7-7-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THI.S WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE 'SECTIONS. :_ .... .,.. ~, ...... 7S.3ZS REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE. GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING BLDG. PERMIT NO. ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING 0 NOT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK . . LAB FIELD WELDING INSPECTION 6-23-97 0 SHOTCRETE 0 OTHER Visually inspected the field welding of fillet weld connection in the following locations. Welding of roof joist to girders per detail 6/SD3 between lines 5 & 6 from L to H & N to P. Welding of plates at joist to joist connections per detail 6/SD3 on line 2 from M to H. Welding of plates at nailers per detail 1/SD3 on line 2 from M to H. Welding of 1/4" bent plate joist hanger to joist for beam #37C on 1. 2 line between A.7 & B per detail 8/SD7. Inspected the installation of plate washers and welding of short 1" anchor bolts per RFI #36. Certified welders completed welds were free of visible defects and in accordance with plans and specifications. JKM 7-7-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. ?.:F3-Z.S-REGISfER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING 0 NDT 0 D/B ANCHORAGE JOB ADDRESS N097-Q82 FOR WEEK ENDING June 2 0 BLDG. PERMIT NO. earch Cnt. 96-2032 ARCHITECT Ware & Malcomb SOURCE OR MFGR. ENGINEER Koshi-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR Koll Construction CONTR. DOING REPORTED WORK MR Timber PLAN FILE NO. LAB w man Testin Laboratories FIELD WELDING INSPECTION 6-20-97 0 SHOTCRETE 0 OTHER ,{)7 Visually inspected the field welding in the following locations: Welding of 1/4" bent plate to roof joist for beam on 1.2 line between L line and K.7 line per detail 8/SD7. Welding of roof joist to girders between lines 3 & 4 from H to L, 4 & 5 from H to L, 5 & 6 from L to N per detail 6/SD3. Certified welder was observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. JKM 7-9-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. SIGNA1@E OF REGISlERED INSPECTOR DATE OF REPORT REGlstER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING NC"g7-Q82 BLDG. PERMIT NO. t 96-2032 ARCHITECT Ware & Malcomb 0 FIREPROOFING D NOT 0 D/B ANCHORAGE FOR WEEK Q ENDING June 2 PLAN FILE NO. SOURCE OR MFGR. ENGINEER Koshi-Lo-Torres GENERAL CONTRACTOR oll Construction Testin Laboratories 0 SHOTCRETE D OTHER 1~7 FIELD WELDING INSPECTION 6-19-97 Visually inspected the field welding of roof joist to girders between lines 1 & 3 from H to Land between lines 3 & 4 from J to L per details 6 & 7 on sheet SD3. certified welder was observed for proper welding procedures and techn~ques. completed welds were free of visible defects and in accordance with the approved plans and specifications. JKM 7-9-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins SIGNAI0RE OF REGlsrrnED INSPECTOR DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK 0 SHOTCRETE D OTHER ENDING June 20 1997 alcomb SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR LAB FIELD WELDING INSPECTION 6-18-97 res PLAN FILE NO. teel tories Visually inspected the field welding in the following locations: Welding of knife plate connections on 3 line from B to D line and on 2 line from B to L line per details 2 & 2A on sheet SD3. Welding of girders to seats at panels 60 & 61 per detail 15/8D3. Welding of joist to girders between lines 1 & 5, L & P per details 6 & 7 on sheet SD3. Welding of joist seats to embeds in panels 60 & 61 per details 7/SD3. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and were free of visible defects and in accordance with plans and specifications. JKM 7-9-97 on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. slGNAtORE OF REGISfEREb INSPECIOR DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE, GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY DESIGN STRENGTH SOURCE OR MFGR. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING CONTR. DOING REPORTED WORK FIELD WELDING INSPECTION 6-17-97 Visually inspected the field welding in the following locations: 0 SHOTCRETE 0 OTHER Welding of full penetration groove weld connection of W2lx44 roof beams at A.7 line to column at line 1.2 and line 1.7 to column at A.2 line per detail 9/SD7 & 10/SD7. Welding of girder to girder knife plate connections per details 2/SD3, 11/SD3, 15/SD3 & 8/SD6 completed lines 4,· 5 & 6 and line 3 from E to L line. Welding of longer shear plate at short W21x44 soffit beams at grids 1.7/A & A.7/1 per RFI #36. Welding of short 3/4" anchor bolts that do not achieve full thread per RFI #36 Certified welders completed welds were free of visible defects and in accordance with plans and specifications. JKM 7-9-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins SIGNATURE OF REGISIEl~ED INSPECTol~ DATE OF REPORT REGISTER NUMBER Wymon Testing Laboratories COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS DESIGN STRENGTH 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) LAB 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING CONCRETE INSPECTION 6-17-97 (619) 675-0270 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FORWEEK · ENDING PLAN FILE NO. 0 SHOTCRETE 0 OTHER Inspected the reinforcing steel installation for pour strip at panels 48 through 59, 1 through 7, 24 & 25 and east side of panels 62 & 63 per details 7/SD2, 1/SD2 & 3/SD2. Inspected the placement and consolidation of 68 cubic yards of concrete, mix design #1349 in the above locations, One set of four test cylinders was taken from pour strip at panel 51, slump test results 4/1/4". Concrete was supplied by Nelson & Sloan, ticket #627929, truck #364. Work inspected is in accordance with approved plans and specifications. JKM 7-9-97 on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. SIGNATURE OF REGISTERED INsPEClOR DATE OF REPORT REGIS[ER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS OWNER OR PROJECT NAME CONSTR. MAT'L (TYPE, GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 2 BLDG. PERMIT NO. 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. teel ARCHITECT ware Malcomb DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) Ko i-Lo-Torres GENERAL CONTRACTOR o 1 onstruction CONTR. DOING REPORTED WORK ierra teel LAB W man Testin Laboratories FIELD WELDING INSPECTION 6-16-97 Visually inspected the field welding in the following locations: 0 SHOTCRETE D OTHER Welding of tube steel connections at soffit framing between lines A&B, 1&2 per engineers approved details on pacific coast iron's erection drawing E-7. Welding of tube steel column to concrete column embeds at grids 1/F.7, 1/F.2, 1.2/L.3, 1/A.2 per detail 10/SDS. Welding of girder seat to embed at panel #59 per detail 15/SD3. Welding of beam bucket for 4x16 beam at grid 1.8/A.1 per detail 3/SD6. Certified welder was observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. JKM 7-9-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins SIGNATURE OF REGISTERED INSPECTOR DATE OF REPORT REGISfER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE, GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK LAB FIELD WELDING INSPECTION 6-13-97 0 SHOTCRETE D OTHER Visually inspected the field welding of fill et weld connection in the following locations. Welding of girders at panel embeds on line A at lines 6, 5, 4, 3, & line Pat 5 & 6 lines per detail 1/SD3. Welding of girder to girder knife plate connections on 6 line at B, C, D, E, F, G, H, & M lines on 5 line at M, L, G & F lines per detail 2/SD3. Welding of girder and joist seats to embeds at panels. #62 & 53 per details 8, 9 & 10 on sheet SD6. Welding of girder seats to embeds at panels 60 & 61 on H line per detail 15/SD3. Certified welders completed, welds were free of visible defected and in accordance with plans and specifications . . ...... _ . .,,,,... .......... ,,.) '. '! l1 JKM 7-7-97 i \..-""·;'.. _ }..:...,--"".::·l·· . ..,._:·_·-s·igti~d copy on file. Ron Calkins ''). CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS .. ' . ·~ ..... ......... . -~~~NSPECTOR Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE, GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK FIELD WELDING INSPECTION 6-12-97 Visually inspected the field welding in the following locations: 0 SHOTCRETE D OTHER Welding of splices at ledger angles on line 1 & 7 per modified detail 10/SD3 from engineer dated 6-10-97. Welding of girde~ and joist seats per details 8, 9, & 10 on sheet SD-6 at panel #56 & :/1:63. Welding of W24x68 beam on H line to panel :/1:62 embed per detail 5/SD4 and at 4.1 line per detail 17/SD4. Certified welders were observed for proper welding procedures and techniques. Completed welds were.free of visible defects and in accordance with approved plans and specifications. JKM 7-7-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL dF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO. COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. 7,::r3z...::::r REGISfER NUMBER Wyman Testing Laboratories COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING JOB ADDRESS NO. BLDG. PERMIT NO. CONSTR. MAT'L (TYPE, GRADE, ETC.) ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR CONCRETE INSPECTION 6-11-97 (619) 675-0270 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. 0 SHOTCRETE D OTHER Inspected the reinforcing steel installation for pre cast stair panels at grid G/7 per details 9 & 10/SDl. Inspected the placement and consolidation of 6 cubic yards of concrete mix design #552 in the above locations. One set of 4 test cylinder was taken. Slump test results 4-1/4". Concrete was supplied by Nelson & Sloan, ticket #626822, truck #301. JKM 7-7-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE sE91.9~s:. Wyman Testing Laboratories COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR FIELD WELDING INSPECTION 6-11-97 (619) 675-0270 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. 0 SHOTCRETE D OTHER Visually inspected the field welding of panel connections in the following locations: Welding of plate connections at footing embeds per details 13 & 16/SD-2 at panel 62 & 63 on H line and 60 & 61 on line 2. Welding of plate at ledger angle per RFI #34 at panels 50 & 51 on Pline. Welding of ledger angle splices on Pline per modified detail of 10/SD3 from engineer dated 6-10-97. Certified welder was observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with plans and specifications . ... ,••. _:;, 'i .~ .. : ':'°l ·., ,........... - JKM 7-7-97 Si ned copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. ~NA~~blNsPECfOR Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE. GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING BLDG. PERMIT NO. ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK FIELD WELDING INSPECTION 6-10-97 Visually inspected the field welding in the following locations: 0 SHOTCRETE 0 OTHER Welding of joist seats at panel joints per detail 13/SD3 on line 7. Welding of plates at panel joints per detail 12/SD2 at panels 60 & 61. Welding of chord bar connection on line 1 from panel 1 to 7 and line Hat panel 62 & 63 per detail 19 & 20/SD2. Welding of splices at ledger angle per modified detail of 10/SD6. Welding of tube steel column bases at brace frame on J line between lines 1.5 & 2 per detail 8/SD-5 and RFI #20. Certified welders completed welds free of visible defects and in accordance with plans and specifications. JKM 7-7...:.97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. . Ron Calkins ~-/0-9? DAIE OF REPORT ;>..5-3 z....S- REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS CONSTR. MAT'L (TYPE, GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING PLAN FILE NO. CONTR. DOING REPORTED WORK FIELD WELDING INSPECTION 6-9-97 0 SHOTCRETE 0 OTHER Visually inspected the field welding of tilt up panel joint connections in the following locations. Ledger connection at panels 48 & 49, 49 & 50, 54 & 55, 57 & 58. Corner connection at grids P/7, A/7, P/4, N/3 and M/2 per detail ll/SD2 and RFI #34. Plate connection at panels 51 & 52, 54 & 55, 57 & 58, .62 & 63, per detail 12/SD2. Certified welder was observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with plans and specifications. JKM 7-7-97 Signed copy on file. Ron Calkins CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. slGNA~NSPECTOR Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2ca'3i8D1:F3Jraday Avenue N<97-oa2 I FOR WEEK ENDING June 6 &7 fg_t'f C\fi~~ceiJffter / Car 1 shad Research Cnt BL§% ~~ijlJ ~O. I PLAN FILE NO. §£~l&'1._ MAT'L (TYPE. GRADE. ETC.) ~CHITEC& M l mb are a co :§>g,l~§lENGTH I SOURCE OR MFGR. ~Gl~E~ os 1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) iE~iyL CONTRA,ETOR t . o ons rue 1.on iASTM A36 Steel §O~R. D~NG REtORTED f 0RK •• ons rue 1.on Welding IE71T8 electrode W'yman Testing Laboratories FIELD WELDING INSPECTION 6-6-97 ~isually inspected the field welding of tilt up panel (ietail 10/SD3 for panels on line joint connections per 1 from panel 1 to 7 and from 9 to 12. ~ertified welders were observed for proper welding procedures and !techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. ~ i .. ( . CLS 06-30-97 ! . ._;_ ~-! Signed copy on file. , .. - CERTIFICATION O(CPMPLIANCE i,1~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL 'OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WO}<K TQ COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLl<;:fl.BL~ SECTIONS. ' ... ~ r" f:} -......... ...,,.., • ' ... .,..., :v~ ... ~· --~.#" ~'.f'I:,,.,: .... Ron Calkins ~ ~ SIGNATUl~E OF REGISTERED INSPECTOR ~-~-7? 75.3zS DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2<=cf~8D'V~raday Avenue N'97-082 I FOR WEEK ENDING June 6 -&7 f~~~Of~8tc-ei~~ter/Carlsbad Research Cnt. Bl~t P,M/T NO. -032 I PLAN FILE NO. c:S:a!t1r2ri.1~tt·e(TYPE. GRADE. ETC.) ~CHITECT& M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. R:Gl~l.1 os 1.-Lo-Torres DESCRIBE MAT'l (MIX DESIGN. RE-BAR GRADE & MFGR.) ~E~irl tPcNTRAf TOR t , o ons rue 1.on IASTM A615 reinforcing £<:i~ D'.?ili<t~~c;gD WORK W'yman Testing Laboratories CONCRETE INSPECTION 6-6-97 Inspected the reinforcing steel installation for footings under tilt up oanels #70, #71, #72, & #73 per detail 19/SDl and under panels 64,65,66,67,68, & 69 per RFI #8. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Work inspected is in accordance with approved plans and specifications. • >i, •• . , ::1 .. ~·~-riJ .. " 06.:a.130.'.::97 ,. ... ·l CLS -.. Signed copy on file. Ron Calkins !:{ii ' q , .. CERTIFICATlb~ OF COMPLIANCE ~~~b -:r.~, !; I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND.THl~,_\iVOR~ TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE"SECTIONS: ~J i ·{i r .... -~·--"'-..... --, ..... ,1•,•p,\o...,_~ ...... ~ SIGNATURE OF REGISfERED INSPECTOR @£;£;ofu ? ~~in~ Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2<ijl~6D~~raday Avenue N~7-Q82 I FOR WEEK ENDING June 6 97 f~1~0 ~~~~c-e'~~ter/Carlsbad Research Cnt BL~i !:~ijl3'2o. I PLAN FILE NO. 5£'e5~RlMAT'L (TYPE, GRADE, ETC.) ~CHITECT& M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. !<1Gl~li? os 1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) ~Ni':f"L ~NTRAt_TOR t , o ons rue 1.on E71T8 electrode ~1j5R. D<c!NG REt,ORTED ·tilRK •• ons rue 1.on Welding wtman Testing Laboratories FIELD WELDING INSPECTION 6-5-97 ~isually inspected the field welding of panel connection on 7 line from panel #39 to panel #24 and on A line from panel #23 to panel #16 per detail 10/SD3. Inspected welding of panel connection at panel #17 per detail 12/SD2 per RFI #2. Certified welders were observed for proper welding procedures and techniques. Completed welds were free of visible defects and in accordance with the approved plans and specifications. I/• '.>o-o.•l ! .r. ".'~~:•'-:;t, ...,_~'"o. ·,~::~•.'i(,!1\\,t.1:f....t,.~)'.:_~ t!LS 06-30~9·1 )J tf ftt fVJI Signed copy on file. .. • -~~.n .... ,.,,,.,.,..,.. .• '! ....... ~rt.,~}~ )'l''·J: CERTIFICATION QF COMPLIANCE :V iW D 'ALL!'bF THE ABOVE REPORTED WORK. UNLESS I HEREBY CERTIFY THAT I HAVE INSPECTE ,. OTHERWISE NOTED I HAVE FOUND THIS WQRK~ro COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, ·AND APP~l~AB~E SEC]9iNS. f ... }~~Yl ,.., •• ,..:._,,,,,__"1,' .... --. .• .,~ .• ~ ...... _,...,:c-•,-,:,• Ron Calkins ~ ~~~ "'""'~,.,,,u,<t: ur 1~1:c,;1:;fERED7l\i;,r·t:'--IUI~ o"-S-?7 DATE OF REPORT 7s3z.S- REGlsrER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING tcftBD~raday Avenue N~7-082 SJ?~AT'L (TYPE. GRADE. ETC.) .N<CHITECT& M l mb ware a co 0 FIREPROOFING D NOT 0 D/B ANCHORAGE I FOR WEEK ENDING June 6 I PLAN FILE NO . DESIGN STRENGTH I SOURCE OR MFGR. ~8MI'f-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) simpson set epoxy adhesive Wfman Testing Laboratories D/B ANCHORAGE INSPECTION 6-5-97 0 SHOTCRETE D OTHER 91 Observed the installation of 4, 1" threaded rods with 12" embedment of grid L. 5/1. 8 and 8, 3/ 4" threaded rods with 12" embedment at grid A. 6/1. 2 & A.1/1.9 with Simpson strong tie set epoxy adhesive per RFI #33. Inspected hole size, depth, cleanliness and epoxy expiration date. Mork inspected is in accordance with the ICBO report #5279. i • ..~ • .,!;;:\ ~-~ ' ·CERTIFICATION OF QOMPLIANCE ~,t:;:,-n ('."' ~ I HEREBY CERTIFY THAT I HAVE INSPECTED AL~ 'i:ff°"i,E ABOVE REPORTED WORK. UNLESS ~NATUR INSPl:CTOR OTHERWISE NOTED I H:AiVE-.P6~~Q;;'fHIS .. W.O~O C~MPLY WITH THE APPROVED PLANS & b _ 5 -9 7 7 S 3 Z. ~ SPECIFICATIONS,_~~.,.w,.,J DATE OF REPORf REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF i<=cr~BD~&raday Avenue St:~ID. MA T'L (TYPE. GRADE, ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING N~7-082 Research Cnt BL~t !:,~13~0 · ~CHITECT& M l rnb ware a co 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING June 6 PLAN FILE NO. SOURCE OR MFGR. f8Mff-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) E71T8 electrode CONTR. J:l,OING REPORTED WORK W ld , .u. ~ons~ruc~ion e ing W'yman Testing Laboratories FIELD WELDING INSPECTION 6-4-97 0 SHOTCRETE 0 OTHER 97 isually inspected the field welding of fillet weld connection at ledger angles at panel connections per detail 10/SD3 for panel on 7 line from panel #47 to panel #39. ertified welders were observed for proper welding procedures and echniques. ompleted welds were inspected for size, length, location and unless otherwise noted, are free of visible defects and in accordance with he approved plans and specifications. .. ' t \t :, Signed copy on file. Ron Calkins \ \ • .. ,. 'f : .. _, ' . . CE=N. COMPLIANCE I HEREBY CERTl'Fv THJ.U..J..H&\tt,f . D A OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVl;-f0yt'JD THIS WOR ; TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE-SEeTIONS. 6'-c7-~z DAlE OF REPORT 75"'3~ REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~a'cj=>R,araday Avenue NC97-082 I FOR WEEK ENDING June 6 197 i<'€S11 °'¥'~81,_cT~~¥fr.er / Carlsbad Research Cnt • BLEgGG~~~~-I PLAN FILE NO, CONSTR. MAT'L (TYPE, GRADE, ETC.) ,WCHITECT & M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. !GIN'fi~ os 1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) 1(iN:fiL 1?.NTRA~OR t , o ons rue ion JP.~· ~-i!{b1:f~:i?<'iTED WORK ~man Testing Laboratories UNSCHEDULED CANCELLATION June 3, 1997 Arrived on site to perform field welding inspection, Larry of R.L Hubbard Confirmed with his office that no welders are available for today and notified, Paul of Koll construction. CLS 06-30-97 Signed copy on file. Earl...s..imon --I -, CERTIFICATION OF COMPLIANCE 4-71/ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS , , -..,r ""'=''" I t:l<t:LJ l,~.:,r·c:'--1 UI< OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, AND APPLICABLE SECTIONS. DATE oF REPORT REGISTER NUMBER - Wyman Testing - Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~~'o°Rf&raday Avenue N(97-082 I FOR WEEK ENDING May 3 0 197 K~~i 0 ¥~8~cr~~½~er/Carlsbad Research Cnt BLlgGj:; !:'21tl13'2o. I PLAN FILE NO. ~°fg-1'1:'fl <etm~'eft~C.) ~CHITECT& M l mb are a co !316lijtc,ST'ii~H I SOU:ife.f~~r!J-s 1 oan ~G1Nifr.1 os 1-Lo-Torres :irf.t_~IBci~l~ Df!:¥.jz?E-BAR GRADE & MFGR.) K1Nl_R_tL caNTRAt_TOR t , o ons rue ion type II concrete rf.lj:t B?ii1)REP°&TEe WORKt t . • ar ons rue ion 3000 PSI @ 28 days ~an Testing Laboratories ~uNCRETE INSPECTION 5-30-97 Inspected the reinforcing steel for clearance per approved plans. Inspected the placement: and consolidation of 10 cubic yards of concrete, mix design #552 in four columns on bldg. line #1. One set of four cylinders was taken from middle of load. Slump test results was 4.25". Concrete was supplied by Nelson/Sloan ticket #624993, truck #301. ,J#. ,, .:··.,,. CLS 06-24-97 Signed copy on file. Douglas Elhen CERTIFICATION OF COMPLIANCE k \ -(J__ -c._, f'_l() -A ,,.. ., I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ,~uSIUl'\'t: ....,r l'\l,;\,;71.;J.l._l'\l,;V ll'C..,l"~'-,,olVI< OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & -. q:z:. -SPECIFICATIONS, AND APPLICABLE SECTIONS. 5 ~o q7 DAIE oF i~EPOla :r_~o. Jo;).~/S3 Sf -REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 00THER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~&5DR_E6araday Avenue N~7-082 I FOR WEEK ENDING May 30 97 i~l~0 ~~8ftc~Hter/Carlsbad Research Cnt BL~% _!:~'(ii:§~· I PLAN FILE NO. UJ3tiSf::e*"T't:f~o--'!M~iC.)stanley strong tie ~CHITECT& M l mb are a co DESIGN STRENGTH I SCffiff £~~t,GRstanley ~G1rui;? os i-Lo-Torres 8111r.eie~TP~E-~6'Rfl~t1FGR.) K1Niifl 'ctNTRAt,TOR t , o ons rue ion ICBO E.S. report #5000 RO!ft w~1:,REP~TEe WORKt t . • ar ons rue ion Stanley epoxy strong tie W'fman Testing Laboratories ICBO #4945 EPOXY INSPECTION 5-29-97 Inspection of holes and installation of rebar and all thread in epoxy on bldg. line #1. ·r" Verified depth and cleaning-out of holes for epoxy system. Unitex pro-poxy 300 fast, and stanley epoxy strong tie systems were used. ~11 epoxy bolt & rebar installation was pre-approved by Engineer • .. 1. Holes were drilled at center of panel #8 in footing, 3 holes at 12" + depth one at 9-1/2" de~th. 2. Six holes at lines G, #1 in footing. All six at 12" + 3. Column steel at M.5, #1 place #8 rebar at 7 holes at 12" + depth. 4. Panel #4 tow holes at top of panel for truss seat depth 6-1/2" + for 3/4" all thread. 5. Two holes at 6 II + on wing wall of panel #1 for 3/4" rod. All work was observed and verified to approved RFI from Engineer. - --·~.:,,,,<'1"11C,Yl'•,...~-~--~~1°"'-~...+-1\.-,._':,,1",,<o<1 ... ,'< t·1 "i;, Ji n .,, r;-·;1 i {l' ~! , . I_:. . i: ~ ,_.... . .. ...~~-· ~ t!LS 06-24-97 Signed copy on file. Douglas Ehlen CERTIFICATION OF COMPLIANCE l\,~,._fl~,;. c;.__ ~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ' ..,u;,"'11'<,._IVI<~ VI" "'-=•...ilt:l<t:U 11~.;,r-c:;'-'.VI< OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. ~-~q-C}, DATE OF l~EPORT :{. l.60 I o~rl,J ~ 3 -{8 RE sTE NOMBE Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE z(j~'QDRp'a_raday Avenue N(97-082 I FOR WEEK ENDING May 30 97 f~1~0 ¥J8~cr~~M~er/Carlsbad Research Cnt BL~t ~~'c>l§~O. I PLAN FILE NO. A~~-~11_<gPEg'f~PfeEr'6'0 *1CHITECT& M l rnb are a co DESIGN STRENGTH I SOURCE OR MFGR. tG1Nf-f1< os i-Lo-Torres fi_ijl:fl£f-M~°(>~ Dg>P~cfe'B'°i51(1RADE & MFGR.) ':R1iNJ.Rfl caNTRAtTOR t , o ons rue ion C~T't D'Ifi!tb'lsPOR~D ~ORK t t • • u ar ons rue ion W'yrman Testing Laboratories REBAR INSPECTION 5-29-97 Inspected reinforcing steel installation for columns of approved drawings on bl~g. line #1. 1!" Inspected reinforcing steel for size, & clearances. grade, lap To the best of my·ability work inspected is in accordance with approved plans and specifications. . *Rebar clearance on forms was not min. 2" f will have it moved at concrete placement. Superintendent is informed and trt,--,--,~ ! ' f1 . ~; .; "" £ 11 ;! ,, -·---~!l u m fJl1 • , .. i-,..,_,.,.,,... ,,. I : : ii: ' ,-. --., 'ii I • I ,, I \.,,,, i ,.;~/ . ;i-,,,, ·' _J . -' 1·, ·' 1 ~ :" ri fl ·. Jij --! J-:-:--..-.._j -~ /if.' ! L_-.,, 'J J,_ f ,'ii/ t!LS 06-24-97 --.; ................ ,~...__ Signed copy on file. Douglas Ehlen -- CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. ~"°'likG;~ I n-Jf DATE OF REP~T REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING . D NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~a£cf:>R~araday Avenue NC97-082 I FOR WEEK ENDING May 23 1i7 R'6ff.1 °'T'E!&fiCT~t?{ftEt.er / Car 1 shad Research Cnt ,BL~6~~~:f:f· I PLAN FILE NO. Am~-,MA"!j,CT(jFfJ~RJ?'stT<conc ,WCHITECT & M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. ~GIN'fil< os i-Lo-Torres DESCRIBE MAT"L (MIX DESIGN, RE-BAR GRADE & MFGR.) 1('.N~1LcaNTRA~OR t • o ons rue ion A615 reinforcing steel lf.~-~fi!L18i:f~:i?~j~~<et.t f ic coast Steel ClSO type II cement ¥lyman Testing Laboratories 3,000 PSI concrete CONCRETE INSPECTION 5-23-97 Inspected the placement of 180 cubic yards of 3,000 PSI concrete and A615 #4, # 5 , # 6 , # 7 , # 8 reinforcing steel at panels 8,60,61,62,63,65,66,67,68,70,71,72,73 per details 18/SD.1, 19/SD.1, 1/SD.2, 7/SD.2, 12/SD.2, 13/SD.2, 16/SD.2, 7/SD.3, 9/SD.3, 15/SD.3, 16/SD.3, 8/SD.4, 14/SD.4. The #5 rebar at panel 8 was installed per details 7/SD.3. Also the missing slab dowels at panels 65, 66, 67, 68 were installed before concrete placement. Two sets of cylinders were made 5 each, and one set of beam molds, A slump test was performed for each set of samples, 1. beam mold samples-3 samples-panel 61-slump 6-3/4". Temp 77°. 2. Cylinder samples. Panel 62-CRS-#1 97-082-5 cylinders, slump 5-1/4", temp 78.degrees. Panel 72 CRS #2 97-082 5 cylinders, slump 6", temp 79 degrees. CLS 05-27-97 Signed copy on file. Stephen Flores ·' CERTIFICATION OF COMPLIANCE JJ /!7JJI} /J4~ . _,,;;::c{/ (/ ,./)_ ~ ~A,/ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ~~-:n=rJ'7c: ~· ·1c~~·;#;;;zz&-1-OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. UA1c: '-'r l<C:r-'-'1<1 REGIS R MBER Wyman Testing Laboratories COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR (619) 675-0270 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING 0 SHOTCRETE 0 OTHER CONTR. DOING REPORTED WORK LAB REINFORCING STEEL INSPECTION 5-22-97 Inspected the reinforcing steel installation of panels 8, 60, 61, 62, 63, 65, 66, 67, 68, 70, 71, 72, 73 per detail 18, 19 on SD-1/ 1,7,12,13,16 on SD2/ 7,9,15,16 on SD3/8,14 on SD4. Inspected reinforcing steel for size, grade, lap, locations, and clearances. The following panels require repair: Panel 8 is missing one :/1:5 per detail 7 on SD3. Panels 65,66,67,68 are missing slab dowels. DMR 06-11 on file. 1 : .-·, CERTIFICATION OF COMPLIANCE 6~~~~BY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS SPECIFWJCIASETIONOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & . . : . . N~; AND ~PPLICABLE SECTIONS. 'i-·:·: ~. :~:(:.. . \ . ; : ~ ' -. . ....... --..... · .. · .. );~4~t.Ni{t#;;rr~::::::", W:\R1,f4 ii I Wyman Testing Laboratories (619) 675-0270 0 FIREPROOFING D NDT 0 SHOTCRETE 0 OTHER COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 D/B ANCHORAGE JOB ADDRESS 5-21-97 NO. LAB CONCRETE INSPECTION FOR WEEK ENDING Inspected the reinforcing steel installation of panels. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Inspected the placement and consolidation of 190 cubic yards of concrete, mix design# 6552 in the following locations: panels #1 thru 7, #9, #53 thru 59. One set of four test cylinders was taken from panel #6. Slump test results, 611 • Concrete was supplied by Nelson-Sloan, ticket# 623277, truck# 355. One set of four test cylinders was taken from panel #57. · Slump was 4-1/2". ~ Concrete was supplied by Nelson-Sloan, ticket #623356, truck #331. DMR 06-11 on file. I HEREBY CERTIFY THAT I HA V.:E INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. s--~ -'i bA1E ot REPO";fr .. KJf?ti REGIST NwlBER Wyman Testing Laboratories COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JOB ADDRESS 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING CONSTR. MAT'L (TYPE, GRADE, ETC.) ARCHITECT SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR (619) 675-0270 0 FIREPROOFING D NDT 0 D/B ANCHORAGE FOR WEEK ENDING 0 SHOTCRETE 0 OTHER CONTR. DOING REPORTED WORK 5-19-97 Inspected Inspected clearances. DMR 06-11 LAB REINFORCING STEEL INSPECTION the reinforcing steel installation of panel #9 thru 21. reinforcing steel for size, grade, ·lap, locations, Si ned cop on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HA VE· INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND-THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE :sECTIONS. ' ,_:. ~ : '• and Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/8 ANCHORAGE ~aicpR~araday Avenue N<:97-082 I FOR WEEK ENDING May 2 3 1&7 ~i 0 'T'&<c-llcr~&t.rt.er / Car 1 sbad Research Cnt ~ BL~!:f~ltf~-I PLAN FILE NO. ~~':tTS·,MAcji"f'fPEfffJA~. ~ncrete 'Wa.~ricr & Malcomb i3=il~E11fSit I SOU~e~~Gfuix ~61~'fil_i_-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) 'R'l:f:f1L <=c'c:fff~<t:£~ction A615, grade 60 rebars ~fi~ ~BB_Tsiw~eel /L. R. 3,000 PSI concrete tvifyman Testing Laboratories CU.l'J1,.;J:(.1:!i'.L".1:!i J..N::i.t:'ECTIU.N 5-19-97 BLDG 1, Lot 50 north & east wall panels#: 21, 20, 19, 18, 17, 16, 15, 14, 13, 12, 11, 10. Continuously inspected placement & consolidation of 210 cubic yards concrete into above numbered wall panels (total of 12 panels). Inspected that all rebars maintained their spacing, location and clearances while being concrete was placed. Two sets of 4 were made with cylinders following records: Sample #1, truck #623112@ approx.60 cubic yards, slump=3- 3/4", panel #18. Sample #2: truck 623140, @ approx. 180 cubic yards, slump 5-3/4", panel #11. All work inspected met plans and specifications, requirement with exception of panel #13 which missed a one #5 continuous rebar under washer of the beam (See 7/SD-3). basket* Contractor was notified and panel #12, 11 & 10 got the missing rebar before concrete was placed. note: * purlin (beam basket). CLS 06-4-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Hossein F. Sarkani . ...J? ... ,,l.,.A • ~NATURE OF REGISIERED INSPECfOR fi/tlJ~ioRr Leso#1~£~~iiM~ Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 213a~R~araday Avenue NC97-082 I FOR WEEK ENDING May 16 197 R'6111°'T'~8ncT~~¥:fter/Carlsbad Research Cnt ~ BL~ gg1'{jJ.~2 tLAN~':8~%2032 ecJ'riEr1$£'eTYPE. GRADE. ETC.) ,WCHITECT & M l mb are a co ~'fl~TRENGTH / sou1Netiltffl1Sloan ~GIN'ii!. os 1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ~Nri L c-aNTRA~OR t , o ons rue ion Mix design #6552 CONTR. DOING REPORTED WORK ~an Testing Laboratories CONCRETE INSPECTION 5-14-97 Reinspected the reinforcing steel in panels 28, 31 and 34 all listed items have been corrected. Inspected the placement and consolidation of 270 cubic' yards of concrete, mix design #6552 in panel #22 thru 35 and 40. One set of 4 test cylinders were cast from panel #31. Slump was 4 II • The concrete was supplied by Nelson/Sloan, ticket #622678, truck #363. One set of test cylinders were cast from panel #30. Slump was 4-1/4". The concrete was supplied by Nelson/Sloan, ticket #622704, truck #345. One set of 4 test cylinders were cast from panel #25. Slump was 4-1/2". The concrete was supplied by Nelson/Sloan ticket #622757, truck #318. CLS 05-23-97 Signed copy on file. Danie ;ym~ ~ CERTIFICATION OF COMPLIANCE v~~~--I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ~ ::ill;>NArv"c: .._,,. r<c:'=7r.;,lt:l<t:U 11,-,.-c:...,IVI< OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & 5 t, SPECIFICATIONS, AND APPLICABLE SECTIONS. ~AtrG°:t6oRT ~JK3 REGls'tfif1-JdfJleER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE -:Pd~~R~~raday Avenue NC'.97-082 I FOR WEEK ENDING May 16 197 I(W;fi 0¥:RO!!CT~AME / o ec enter Carlsbad Research Cnt BL%GE~Ei~rtfz I PLAN FILE NO. CB962032 '.R~.tWt16'r~I'risrGR~~JJfr ARCHITECT l mb Ware & Ma co DESIGN STRENGTH I SOURCE OR MFGR. 'l<GIN'fl~ os .1.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ~N:f:iL C8NTRA~OR t , o ons rue .1.on CONTR. DOING REPORTED WORK wiyman Testing Laboratories CONCRETE INSPECTION 5-13-97 Inspected the reinforcing steel installation for panel #22 thru #35. Inspected reinforcing steel for size, grade, lap, locat~ons, and clearances. The following panel require correction: Panel 28 m~ssing 1 #5 E.F. between doors. Panel 31 missing #3 ties at line D.S. Panel 34 missing 4 #5 E.F. & ties at line F.5. CLS 05-23-97 Signed copy on file. Dan~yman ----=:::L CERTIFICATION OF COMPLIANCE (/~~~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS -......-'-·-ui-""""'"'""",.., "";:,,-1:,._;1u1~ OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & 5 I} ~ SPECIFICATIONS, AND APPLICABLE SECTIONS. 0;1E 0 ; REJi&Rt Wyman Testing Laboratories (619) 675-0270 \ COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING N(97-082 ~~CHITECT& M l mb ware a co DESIGN STRENGTH I SOURCE OR MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) A615 reinforcing steel 0 FIREPROOFING D NDT 0 D/B ANCHORAGE I FOR WEEK ENDING May 9 I PLAN FILE NO. ASTM Cl50 type II cement ~~an Testing Laboratories 3,000 PSI concrete CONCRETE INSPECTION 5-9-97 0 SHOTCRETE 0 OTHER Inspected the placement of A615 #3, #4, #5 reinforcing steel and the placement of 3,000 PSI concrete for the following panels 36,37,38,39,40,41,42,43,44,45,46,47,49,50,51,52, per details 1/SD-3, 4/SD-2, 5/SD-2, 7/SD-2, 8/SD-2, 9/SD-3, 10/SD-3, 11/SD-2, 12/SD-2 of the approved plans and specifications. Work complies with the approved plans and specifications. A total of 270 cubic yards was placed and 8 concrete samples were made and 2 slump tests were done. Test #1 3-1/2", Test #2·4-3/4 11 • CLS 05-27-97 Signed copy on file. CERTIFICATl(?N OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Stephen Flores I Wyman Testing Laboratories (619) 675-0270 - COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE :fol~1c>°~raday Avenue N'97-Q82 I FOR WEEK ENDING May 9 197 ~~~f0 'r~8ftcr~~~ler/Carlsbad Research Cnt BL1gG6 ~E~reil~~O. I PLAN FILE NO. ii%1f~·,MAg'rlrffeGRtta'=· 1r'§bars w,cHITECT& M l rob are a co DESIGN STRENGTH I SOURCE OR MFGR. rGINHli os i-.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) 'R1lNf.:f:L caNTRAtTOR t , o ons rue ion A615, grade 60 rebars PONTR. 'f'11NG ~PORTE!t w§r 1 aci ic oas ee ~~an Testing Laboratories CONCRETE INSPECTION 5-8-97 Inspected all reinforcing steel installed 52,51,50,49,48,47,46,45,44,43,42,41,40 & 39. in wall panel numbers: Rebars were inspected for size, grade, lap, length, and location, clearance & numbers. Per panel (both Horizontal & vertical steel). Also ties and the spacings. The following was observed: Panels #52,51, 50,49,48,47, and 46 are missing 1 #5 bar under the ledger & strap. The bars used on top of pilasters in panels 50 and 49 are 4 #3's and plan calls for 4 #4 @ 1-1/2=0.C. contractor was informed. He is to obtain approval from the engineer. (Refer to detail 1/SD-3) All the existing #5 rebars under the ledger for all the panels inspected need to be properly aligned & secured. Additionally observed that #4@ 24 11 O.C. dowels immediately above bottom of the panels (#39 thru #43) are longer than existing dimensions (see details 4 & 5/SD-2) to allow them to properly fit above #5 continuous rebar above the footings. NOTE: Plans detail does not call for dimension on these dowels (only the size & spacing are indicated). CLS 05-28-97 Signed copy on file. Hossein F. Sarkani CERTIFICATION OF COMPLIANCE KJ/.. ~ftA~-. R FY T AT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ,w•=•<l,;',IUl<C: VI" l<C:'-=>l;Jlt:l~t:U uw, ~-•-HE EBY CERT! H OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS. Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING 0 NDT 0 D/B ANCHORAGE zo\t5D'Y~raday Avenue Ncg7-oa2 I FOR WEEK ENDING May 9 DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) ~CHITECT& M l mb ware a co ~GINEElt .Kosn1.-Lo-Torres G;ENE!R.f'.L CONTRACTOR t , .Koii ~ons~ruc ion I PLAN FILE NO. 0 SHOTCRETE D OTHER A615 grade 60 rebars c;:QNTR, OQING R,l;PORTEO W§RK 1/L R ~acl.kl.C ~oas~ ~ee • Hubbard 4,000 PSI concrete for S.O.G. ~yman Testing Laboratories CONCRETE INSPECTION 5-7-97 Bldg. 1 LOT 50 N.W./S.O.G: Inspected the rebars for size, grade, lap, location, anq clearances between grid lines H to N and 1 to~3.6. This was done while placement of concrete was continuously inspected for 5-1/2" (plan change per contractor) S.O.G within above grid lines. A total of 370 cubic yards of concrete was deposited. 4 sets of 4 test cylinders were made with following slump tests: Set #1 at 50 cubic yards, slump=?". Set #2 at 160 cubic yards, slump=6-1/2" Set #3 at 250 cubic yards, slump=5-3/4". Set #4 at 160 cubic yards, slump= 6-1/2". According to specifications, slump was not to exceed 4", therefore, immediately, result of 1st slump & consecutive ones were reported to contractor---an additional set of 4 test cylinders were made for footing pad concrete (2,500 PSI mix design #515). Placed on grid points L.5/2, L.5/1.5, & L.5/1 with slump =5". Total 515 mixed poured was 60 cubic yards). CLS 05-28-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Hossein F. Sarkani Wyman Testing Laboratories (619) 675-0270 - COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NOT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2'6~~RE15araday Avenue N<::g1-oa2 I FeR wEEK ENDING May 2 197 ~~1 °¥~'alicT~~~er / Carlsbad Research Cnt 0 BL~G6~~1'cJTl£' I PLAN FILE NO. CONSTR. MAT'L (TYPE, GRADE, ETC.) ,wcHnEcT M 1 mb are & a co DESIGN STRENGTH I SOURCE OR MFGR. iGIN]iR os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) 1(N:f 1L C8NTRA~OR t , o ons ~uc ion Mix #515 !;'~~ D'if Jb'trci'.£-liD WORK A615 rebar W3yman Testing Laboratories CONCRETE INSPECTION 5-1-97 Verified steel placement and concrete placement at the following footings: Line A (1-7) Line 7 A-P Line 1 G-K Line P 7-4 Line N 4-3 Line M 2-3 Line 4 P-N Line 3 M-N Grade beam on line J (2-3) placement of 140 cubic yards of 2500 PSI concrete mix 515. Consolidation by mechanical vibration. Obtained one set of cylinders for testing. CLS 05-9-97 Signed copy on file. .. CERTIFICATIO~bF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Carl Schmidt /J -? d Ua;_,/4(// ;&f 05/17/1997 20:52 7604318916 KOLL CONSTRUCTION PAGE 03 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 River-dale Street, P;O. Box 600627, Sao DJego, CA 92160, (619) 280-4321 :FIELD INS.PECTION REPORT P~CTTITLE. ARCHITECT: Research Centef, Lot 50 2()~0 Faraday, Carlsbad :tCSA l" FILE NO, FERMIYNO, 9712176 962032 J.~!'<O; PLANJ'IUNO: 1 (Pg 1 of 1 J CiNERAL coNlllAcroR: !(all Construction suacoNTR.o.croR: LR. Hubbafd Construction 5/3/97 G. Ledbetter 625 .. - REINFORCED CONCRETE Reinforcing Steel: ASTM A616 Concrete: --Nelson & Sloan, Mix. /1-1349. Time Arrived: 0700 Time Departed: 1 400 Inspected th~ placement of reinforcing _steel. Observed the placement of concrete for the slab-on-grade, from Grid Line B & • 75 to H, between 1 & 3.6. per S-2 & S-3 and Details per S-2. Fabricated four sets of four test cylinders. Slumps -5 112-, 4 314•, 5 1/l" and 4 314-. All work inspected and observed on this date was. to th6 best of my knowledge, per the plans and the workmanship provisions of the U.B.C. (4) L.A. Hubbard Construction (1} City of Carlsbad Michael B. Wheeler, R.C.E. #45358 '-----------------------------------------------------1 Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE -:2'8~R'Faraday Avenue NC97-082 I FOR WEEK ENDING April 25 1§)7 ~1°¥~~'ffT~~er/Carlsbad Research Cnt ~BLCW6~~T~. I PLAN FILE NO. 'i'3P'J;{£· 1/f'~ (TYPE, GRADE, ETC.) ,WCHITECT & M l mb are a co 14=~'0'QS}'<2:Rtb 1sou1Ne11!roflo/Sloan '1<'.~~111-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE·BAR GRADE & MFGR.) 1{Nlf1L caNTRA~OR , o ons ruction Mix design #1349/4000 CONTR. DOING REPORTED WORK , #515/2500 1wyman Testing Laboratories CONCRETE TECHNICIAN INSPECTION 4-25-97 Sampled and tested concrete (330 cubic yards) in the following location: S.O.G between A-B.75 lines 1-7. Footings@ G-1.5, tie beam from G-1.5 to G-2. G-2, tie beam running from G-2-F.5, F-1.5, E.5-1.5. Set 1 of 4 concrete cylinders were taken from: S.O.G. between A & B. 75 @ line 3. Slump 4", truck #365,.ticket #619052, Mix design #1349. Set 2 of 4 concrete cyl. ·were taken from: S.O.G between A & B.75 @ line 5.5. Slump 5-1/2", Truck #318, ticket #619114, Mix design #1349. Set 3 of 4 concrete cylinders were taken from: S.O.G between A & B.75@ line 6.5. Slump 5-1/2", truck #364, ticket #619151, Mix design #1349. Set 4 of 4 concrete cylinders were taken from: Footings @ Slump 3-3/4" truck #334, ticket #619214, mix design #515. CLS 05-8-97 Signed copy on file. Aaron Co~ /l 1/7 CERTIFICATION OF COMPLIANCE // /'/'~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS --11\:>l~l'\I ul<t: \.Jr 1<1::'-:>IC, I I: K •• ._, ~ I \.JI< OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & ~ t%PORl REGISTER NUMBER SPECIFICATIONS. AND APPLICABLE SECTIONS. ' Wyman 17[ Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE foltt~D"Firaday Avenue N(97-082 I FOR WEEK . ENDING April 25 197 R~1~0'Y'J8~ct~Mler BL~t !:E2~13'2o. I PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE, ETC.) ~CHITECT& M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. ~GIN!flt os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) roN1_RfL <ctTRAt_TOR t , o ons rue ion Concrete mix #1349 L':~; D'Iru1>1§~/MD WORK 'wtman Testing Laboratories CONCRETE INSPECTION 4-22-97 Placement of 710 cubic yards of 4000 PSI concrete for slab-on-grade at line 3.5 to 6.9 between H.7 and B.8 mix #1349. Obtained five sets of.cylinders for testing. Placement of 10 cubic yards of 4000 PSI mix #1349 into spread footing at line 2 @ I. Consolidation by mechanical vibration. Same as previous samples. ,,->l-"•\~._..,,-_.;.~~~~----<."1'\"\,~~.,;,,,~:~ CLS os-6-97f;i ~l .H @ · Pl r~·igned copy on file. Car~hmj.9? ,,,. : i ... ..,. .......... ~--"'"" ·~-:-~.......,..dl\.fi""-' .... ~ •J•-"1 . f 'fl\} . . ' .. ; i:~ U~-4-~~ , ·;, ': CERTIFICATION OF COMP,PANCE I HEREBY CERTIFY TH.Ai I HAVE'iINSP CTED Al: OF :rt:iT BOVE REPORTED WORK. UNLESS -,,-.:,,.,-.IUl<t: vr 1<~-.:,1-,Jt:l<t:U 11'1;:.r"t::<.;IQI~ f ~ ---t"' OTHERWISE NOTED l'HAVE FOUND THIS WORK TO ~::X)1v1r;?LY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. a i t ..... ..,~--~~...-~":,",;~:1· ... ...,.+:~-..,=.,_~ t i ~ :/l/ ; , #" ~ Cf--z_ z ~'? 7 DATE OF REPORT tpyz_ REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING 0 NDT 0 D/B ANCHORAGE 0 SHOTCRETE 0 OTHER ~5ff<PR'Faraday Avenue NC'.97-082 FOR WEEK , ENDING A ril 25 PLAN FILE NO. 'Tfi_:l£· 1Y:t:i:-<TYPE. GRADE. ETC.) -,wgt~cr & Malcomb DESCRIBE MAT'L <M1x DESIGN. RE-BAR GRADE & MFGR.) 'i<t!ilf1L 't'l:fN~'l:!£~ction Concrete mix design #' s: 1349=4000PSI/ s 'ii.~T'tD.Cfr~ lfflffiti1~K :515=2500/footings ~an Testing Laboratories HNICIAN INSPECTION 4-21-97 Sampled and tested 520 cubic yards of 4000 PSI at s.o.G lines 3.5-6.9 & P- H.7. Set 1 of 4 concrete test cyl. were taken from: s.o.G between 3.5 & 6.9@ o line. Slump 4", truck #355, ticket #617951. Set 2 of 4 concrete test cyl. were taken from: S.O.G between 3.5 & 6.9@ M line. Slump 4-1/4", truck #323, ticket #617968. Set 3 of 4 concrete test cyl. were taken from: S.O.G between 3.5 & 6.9@ J. Slump 5", truck #401, ticket #618000. Set 4 of 4 concrete test cyl. were taken from: S.O.G between 3.5 & 6.9@ I. Slump 5", truck #359, ticket #618059. Sampled and tested concrete placed in footings 2500 PSI concrete at 3 spread footings@ line 2@ H, line 2@ F, line 2@ F,Tie beam@ line 2@ F to E. Set 5 of 4 concrete test cyl. were taken from: Tie beam line 2@ F to E. Slump 3", truck #355, ticket #618115. One more set will be sampled by Carl Schmidt. CLS 05-8-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING 0 NDT 0 D/B ANCHORAGE 0 SHOTCRETE 0 OTHER NC97-082 IFORWEEK , ENDING Apr l.l 2 5 CONSTR. MAT'L (TYPE. GRADE, ETC.) DESIGN STRENGTH I SOURCE OR MFGR. DESCRIBE MAT'L {MIX DESIGN, RE-BAR GRADE & MFGR.) Concrete mix #1349 slab P.,~CHITECT& M l mb ware a co ~g1 ~ 1Bl-Lo-Torres I PLAN FILE NO. A615 rebar ~an Testing Laboratories Concrete mix #515 footings CONCRETE INSPECTION 4-21-97 Placement of 520 cubic yards of 4000 PSI concrete for slab on grade at line 3.5 to 6.9 between P -and H.7 mix #1349. 4 sets of cylinders taken by Aaron Cooley, and Carl Schmidt. Verified rebar installation and placement of 200 cubic yards, 2500 PSI. Concrete mix #515 at the following locations: line 2@ H, 2@ F to E, 2@ J, 2@ K.5, 2@ K, 2@ J.5, 2@ L, 2@ L.5, 1.5@ L.5, L@ 1.5, 1.5@ K.5, 1.5 @ K, 1.5@ J.5, 1.5@ J. All footings and tie beams. Consolidation by mechanical vibration. Two sets of cylinders taken by Aaron Cooley, and Carl Schmidt. CLS 05-6-97 r<~r:~.-_:·v~·: r~_::._;,c~:Jr~: l:~-~1:\ <. Sign~d.:popy on file. . . , ;;, ... ,: ~-Carl ~i~}J"' . ~ CERTIFICATION OF COMPLIANCE~ { ......... ····~···,,, 1 I HEREBY CERTIFY THAT I HAVE INSPECTED'ALI'.-OF THE--ABOVE REP.ORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH TH'E APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS.. ... -· ...... DATE OF f<EPORT REGISTER NUMBER Wym·an Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING 0 NDT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~e~R'Fa_raday Avenue NCJ97-Q82 I FOR WEEK ENDING 18 April 1!iJ7 ~l!Ofifffo'rfT t~er BLl:!f61:§~Tf2'. , _PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE, ETC.) ~P~fT & Malcomb DESIGN STRENGTH I SOURCE OR MFGR. Ef<'a~r:61-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) ~~Efilce~Ws<t2-~ction A-IJ> IS-'lS'~If. DCffiTI§ffgp~ WORK .. ~an Testing Laboratories REINFORCING STEEL INSPECTION 4-17-97 Performed rebar inspection for slab 3.5 to 6.8, between p and H. Complete. ··- - DMR 04-29 Signed copy on file. Carl Schmidt _.,.,,, -" CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS. AND APPLICABLE SECTIONS: .. ·-···· . U'4~L-~ ;&( SIGNAfURE OF RtGISll::RED INSPE~f~ /. ~-17-97 72. DATE OF l~EPORT REGISTER NUMBER Wyman · Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 1'5~R':faraday Avenue Nog7-os2 I FOR WEEK ENDING 18 Apr 1fJ7 ~1°¥~'c'ffT ~-e~ter BLD5f 6~~iffi· I PLAN FILE NO. CONSTR. MAT'L (TYPE. GRADE. ETC.) "WCHITECT & M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. 'l{_GINF:5.R. os 1-Lo-Torres DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.) 1(NF_fiL ceNTRA~OR t , o ons rue ion , Concrete Mix #515 A615 rebar 't'~if·. D~&ggpa> WORK .. ~an Testing Laboratories CONCRETE INSPECTION 4-16-97 @ Inspected the concrete reinforcing steel at the following locations: H 3, L to L.5@ 2 to 3 tie beam, tie beam Line H@ 8 to 3, spread footings line 3@ B,C,D,E,F, and G. Line 2@ B,C,D. Line 4@ Mand L. Line 5@ Mand L. Placement of 150 cubic yards 2500 psi concrete. Consolidation by mechanical vibration. . DMR 04-29 Signed copy on file. Carl Schmidt /7 ~ ,.,, - CERTIFICATION OF COMPLIANCE Ua/~(1/ # I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS ~ ;:,11.:,~"/-\IUl<I: VI" """"'-'11:l~l:U 11";:,,.-&IUI~ OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & -/~.., 9 7 1/'.0 SPECIFICATIONS, AND APPLICABLE SECTIONS.""' .. DAlE: Of Rl:PORf REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H, S, BOLTING D NDT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE ~A~R~araday Avenue NC97-Q82 I FOR WEEK ENDING April 11 197 ~!I. 0 1¥~&f.Fe'&t.rt.er BL~ ~2'fj:t:f. I PLAN FILE NO. CONSTR. MAT'L (TYPE, GRADE, ETC.) 'W~1TJfT & Malcomb ~'{)t05TRENGTH I SOU~ei~R7s1oan ~31~111-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) 1\'.'~:f1L <c'~W~<E'P~ction Concrete mix design #515 ~T~c:frcfRTED WORK A615 grade 60 rebar ,V'.Yrnan Testing Laboratories CUN~RETE INSPECTION 4-11-97 Inspected the concrete reinforcing steel installation per the pier schedule on sheet S-2 for the following footing pier locations: lines 4 1 5 1 6 1 -B-M. Inspected the placement and vibratory consolidation of 90 cubic yards of concrete, mix design #515 in the following footing piers lines 4 1 5 1 6 1 -B-M. One set of 4 concrete test cylinders was taken from the footing pier at line 6, at C. Concrete was supplied by Nelson/Sloan ticket #616236, truck #302. • :.•--,.•t ~-,,,~..._ ... .-... ~ .. -,(, .. _.. -~:- ' .. \ ---·-· ·'·~ :.• .;·. , . •1 •• : CLS 04.:23-97 · . Signed copy on file.Giovanni Tarantino . ' CERTIFICA:TION OF COMPLIANCE AJ'1 • ._ -,, V ~ , If O{ )IA A 1 J, \ r, A r,J A /\ / I HEREBY CERTIFY THAT,1 HAVE··INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, 6ND APPLICABLE SECTIONS. :,1~NAIUl<I:: vr 1«:-=,1.:,lt:l<l::LJ 11,.:,n:vlUI< -••• ,.;.'4' ~ •• ~- 17150 Via Del Campo Suite 307 ~ San Diego, CA 92·127 ~ 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTtON ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO aE BILLED ______ K~O~L=L ____ C_O_N~S~T=R~U_C~T~I_O~N~------------------ BLDG. PERMIT NO. CB962032 PLAN FILE NO. 961018 SAMPLE DATA REPORT OF IBJ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER --------'N=E=L=S~O~N'-'--'&"---S=L=O=A=N-'-__ PLACEMENT DATE _______ 0~8~-~1~5~-~9~7 __ _ MIX DESCRIPTION ____ 6~-~5~9'----"S~K'-'------TICKET NUMBER ----~6~4~0~4~1~7 ___ _ MIX NUMBER ---------'1=3~4=9=------TIME IN MIXER ----~7~5'----"-M=I=N=----- SLUMP ------------'4:;__;:1~/~2~'-' ___ _ ADMIXTURE WRDA 64 TYPE CEMENT _____ _,I=I=--------AIR CONTENT -----~N~/~A=-------- UNIT WEIGHT ------"'N~/=A=------DESIGN STRENGTH ____ 4=0~0~0=-------- LO CAT I ON OF PLACEMENT ---=S=OG=---=-& ---'R=E=P=L=A=C=E=---'B=T=-WN=---'L=I=N=E=---=E=--:&==--=F=---=B=-=T::....:.WN-=-=-~5=-----=&:::__..::6c...:.:....=3=------ S PE C IAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY S. ROACH· DATE RECEIVED IN LAB -~0~8_-~1~8_-=9~7 __ FIELD LAB IDENTITY NO. 7 206 28 207 28 208 H 20-9 DATE TESTED 08-22-97 09-12-97 09-12-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 80,000 2830 6 X 12 28.27 116,000 4100 6 X 12 28.27 117,500 4160 LABORATORY. DATA REMARKS ______________________ _ DISTRIBUTION: OWNER,"ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, 'C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS '2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 97-082 TO BE BILLED -----'K=O~L=L ___ C~O~N=S~T=R=U~C~T=I~O~N'-------------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPO~T OF [Kl CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 07-10-97 MIX DESCRIPTION N/A TICKET NUMBER _____ 6~3=2~0=5~0=------- MIX NUMBER ------~1=3~4=9'------ SLUMP ---------=-3_3~/~4~'-' ___ _ TYPE CEMENT -------'I=I-----~-- UNIT WEIGHT ------=N~/~A"'------ TIME IN MIXER ----~8=2=-=-M=I=N"----- ADMIXTURE _______ W~R_D~A~6~4"'--- AIR CONTENT -----~Nc...+--"/A=------ DESIGN STRENGTH ____ 4~0~0~0=------ LOCATION OF PLACEMENT -~P=O=UR=-S~T=R=I=P:.....:;A=T::c.....:L=I=N=E:a.....:;l::........;:&=---=B'--=L=I=N=E=------------ SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ___ --'R _____ ._C-AL-=-K~I=N~S __ DATE RECEIVED IN LAB 07-14-97 --~~------- FIELD LAB IDENTITY NO. 7 198 28 199 28 200 H 201 DATE TESTED 07-17-97 08-07-97 08-07-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 104,500 3700 6 X 12 28.27 141,000 4990 6 X 12 28.27 143,500 5080 DISTRIBUTION: OWNER, -ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Desig~ations REVIEWED BY: DATE: ?-!2.-f7 C31-91, C39-86, C78-84, C617-87, C42-90 ~ WYMAN·TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED ------=K=O=L=L~C~O=N=S~T=R~U~C=T=I=O=N __________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPO~T OF LR] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -----=N=E=L=S~O~N _____ &~S~L=O=AN-=-----PLACEMENT DATE 07-01-97 MIX DESCRIPTION 5.25 SK TICKET NUMBER 630569 MIX NUMBER 522 TIME IN MIXER 66 MIN SLUMP 4 11 ADMIXTURE WRDA 64 TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENG'11H_. 3000 LOCATION OF PLACEMENT._~PA=V--'-=IN-G.=c-...;S=L=AB=-~A=T=---a:a===-==~~~-=--=------=-=-=--=-=----'---===-=-='--- SPECIAL TEST INSTRUCTIONS OR REMARKS LOADING DOCK SOUTH OF 7 LINE AT H REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY R. CALKINS DATE RECEIVED IN LAB 07-02-97 ----~-- FIELD LAB IDENTITY NO. 7 194 28 195 28 196 H 197 DATE TESTED 07-08-97 07-29-97 07-29-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 63,000 2230 6 X 12 28.27 104,500 3700 6 X 12 28.27 101,000 3570 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, CONTRACTOR, : ·CITY, SUPPLIER All Sampling And Testing .REVIEWED BY: 1=gQ~J1i~~~~~=i,::::..__,...~~~~ Conducted in Accordance With DATE: ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, C42-90 ~ k 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS --=2~0~8~0~F=ARA==D=A=Y:;:__,;A=V~E=N~U=E~,----"C=AR=L=S=BA~D~,_C~AL=I=F~O~R=N~I=A=-------- CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ___ __,K=O=L=L::::.....;C=O=N=S~T=R=U~C=T=I=O=N,__ ________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [K] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 07-01-97 MIX DESCRIPTION 5.25 SK TICKET NUMBER 630508 MIX NUMBER 522 TIME IN MIXER 52 MIN SLUMP 4" ADMIXTURE WRDA 64 TYPE CEMENT N/A AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT PAVING SLAB SOUTH OF LOADING DOCK AT LINE J SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ------'R-:..•a;..._.;C=AL=K=I=N=S __ DATE RECEIVED IN LAB -~0~7_-~0=2_-~9~7 __ FIELD LAB IDENTITY NO. 7 190 28 191 28 192 H 193 DATE TESTED 07-08-97 07-29-97 07-29-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 71,500 2530 6 X 12 28.27 101,000 3570 6 X 12 28.27 104,500 3700 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations DATE: C31-91, C39-86, C78-84, C617-87, C42-90 7-3,o~ ?7 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ____ K=O=L=L=-C=O=N=S~T=R=U~C=T=I~O=N;;.._ ________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPO~T OF LR] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -------'N=E=L=S~O=N'-'--&~S~L=O=A=N----__ MIX DESCRIPTION ------'2~.2=5"--"S=K'-=---- MIX NUMBER ------~5=2=2=------ SLUMP _________ 3_1_/_2_'_' ___ _ TYPE CEMENT ______ N_/A~----- UNIT WEIGHT -------'N-/~A~----- PLACEMENT DATE ____ 0~7~-~0~l~-~9~7 __ _ TICKET NUMBER ----~6~3~0~4~3~1"'---- TIME IN MIXER ----~7~4~M=I=N-=---- ADMIXTURE WRDA 64 AIR CONTENT -----~N~/~A"'------ DESIGN STRENGTH--3000 ------'-~"------ LOCAT I ON OF PLACEME!NT -=-P~OU~R~S=LAB=~Sc....Oc....U~T=H"'----"O=F'-----"'L=--O=A=D=I=N'"""G'---=D--"'O--"'C-=K~A=T--=L=I=NE=......;M=-=-------- SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY R. CALKINS DATE RECEIVED IN LAB 07-02-97 FIELD LAB IDENTITY NO. 7 186 28 187 28 188 H 189 DATE TESTED 07-08-97 07-29-97 07-29-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 79,500 2810 6 X 12 28.27 120,000 4240 6 X 12 28.27 120,500 4260 LABORATORY DATA REMARKS ________________________ _ .. DISTRIBUTION: OWNER, ARCHITECT, ENG.INEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: C42-90 ~ 17150 Via Del Campo Suite 307 ~ San Diego, CA 92127 ~ 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ------'K=O~L=L=-C~O~N=S-'T=R~U~C~T~I~O~N~------------------ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REP~RT OF Llfl CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN ----------~~~~~~-- MIX DESCRIPTION ______ N_/-A~----- MIX NUMBER _______ 6~5-2~2~---- SLUMP _________ 3~1-/_4~'-' ___ _ TYPE CEMENT ________ N_/-A~----- UNIT WEIGHT _________ N~/~A _______ _ PLACEMENT DATE ____ 0~6~-~3~0~-~9~7 __ _ TICKET NUMBER _____ 6~3~0~2~9~7 ___ _ TIME IN MIXER ----~5~8-'M=IN=----- ADMIXTURE ------~N~/A=----- AIR CONTENT -----~N~/A=----- DESIGN STRENGTH ____ 3~0~0~0"------ LOCATION OF PLACEMENT POURING SLAB AT LOADING DOCKS AT GRID B.5 S OF 7 LINE SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ____ R_._C_AL_K_I~N_S __ DATE RECEIVED IN LAB 07-02-97 --~~~-- FIELD LAB IDENTITY NO. 7 182 28 183 28 184 H 185 DATE TESTED 07-07-97 07-28-97 07-28-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 81,000 2860 6 X 12 28.27 125,500 4440 6 X 12 28.27 124,000 4390 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: -.· 0WNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY-, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, ·C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS __ 2_0_8_0_~_"ARA __ D_A_Y_A_VE_N_UE~,_C~AR=L-S~B~A=D_,~C=AL~I=F~OR~N~I~A _______ _ CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WA..~E & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [Kl CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 06-30-97 MIX DESCRIPTION N/A TICKET NUMBER _____ 6~3~0=2~4=1==---- MIX NUMBER 6522 TIME IN MIXER 41 MIN ----~~~---- SLUMP ---------~3_" _____ _ ADMIXTURE _______ N_/~A ____ _ TYPE CEMENT ______ N=-1--'/A=-------AIR CONTENT ______ N_/~A ______ _ UNIT WEIGHT ______ N_/_A ____ _ DESIGN STRENGTH 3000 LOCATION OF PLACEMENT POURING SLAB SOUTH OF LOADING DOCK LINE 7 AT LINE C SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY R. CALKINS DATE RECEIVED IN LAB 07-02--97 -~-~-'------ FIELD LAB IDENTITY NO. 7 178 28 179 28 180 H 181 DATE TESTED 07-07-97 07-28-97 07-28-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 86,000 3040 6 X 12 28.27 114,500 4050 6 X 12 28.27 117,500 4160 DISTRIBUTION: ··· OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87,.C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTibN ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES· TO BE BILLED ------'K=O=L=L=-C~O=N=S~T=R=U~C~T=I=O=N:.a..-_________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. NIA SAMPLE DATA REPO~T OF Ll{] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ________ N~E-L_S_O~N~&_S~L~O~AN~--PLACEMENT DATE ------'0~6~-~3~0~-~9~7 __ _ MIX DESCRIPTION _______ N-/~A=-------TICKET NU~ffiER _____ 6~3=-0~1~7~2a;._ __ _ MIX NUMBER _______ 6~5~2~2 ____ _ TIME IN MIXER ----~N~/~A~---- SLUMP _________ 3~'-' _____ _ ADMIXTURE: -------N~/~A ____ _ TYPE CEMENT ________ N~/~A ________ _ AIR CON~'ENT _______ N-/'"""A=------ UNIT WEIGHT-_____ --=N~L~A'-"-------DESIGN: ;-;TRENG'l1H -----'3=-0=-0=-0=------ LOCATION OF PLACEMENT. POURING SLAB AT LOADING DOCK AT LINE F SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI A~!.' 28 DAYS SAMPLES MADE BY _______ R~._C_AL_K_I_N_S_-__ DATE RECEIVED IN LAB -~0~7_-~0=2_-~9~7 __ FIELD LAB IDENTITY NO. 7 174 28 175 28 176 H 177 DATE TESTED 07-07-97 07-28-97 07-28-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 81,500 2880 6 X 12 28.27 110,000 3890 6 X 12 28.27 111,500 3940 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER," CONTRACTOR, CITY, SUPPLIER. All Sampling And Testing Conducted in Accordance.With ASTM Standard Designations REVIEWED BY: DATE: 7-3 0 ~ 97 C31-91, C39-86, C78-84, C617-87, C~2-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 · ~ San Diego, CA 92127 ~ 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED _______ K~O~L=L _____ C~O~N=S=TR~U_C_T~I~O~N _________________ _ BLDG. PERMIT NO. 972032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [_fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -----..c..N=E=L=S~ON=-& ___ S-L=O=AN~--PLACEMENT DATE ____ 0_6_-_2-5_-~9~7 __ _ MIX DESCRIPTION ------=-N_/=A _______ TICKET NUMBER ----~6~2~9~3~7~3 ___ _ MIX NUMBER -------=1=3...aa.4.;...9 _____ TIME IN MIXER _____ 8"--'l~M-I=N-'------ SLUMP 4 1 /2" ADMIXTURE N /A TYPE CEMENT II AIR CONTENT -----=N+-/=A~---- UNIT WEIGHT N/A DESIGN STRENGTH-____ 4~0_0_0 ____ _ LOCATION OF PLACEMENT _P~O~U~R~S~T=R~I=P~A=T~P~A=NE~L~4_4 _____________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY -----=-R~·-=C=AL=K=I=N=S"---_ DATE RECEIVED IN LAB -~0-"--6-~2~6~-~9~7 __ FIELD LAB IDENTITY NO. 7 170 28 171 28 172 H 173 DATE TESTED 07-02-97 07-23-97 07-23-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 84,500 2990 6 X 12 28.27 125,000 4420 6 X 12 28.27 124,500 4400 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: .. --·oWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY·, SUPPLIER All Sampling And Testing Conducted in Accordance With DATE: REVIEWED BY: Q,f} 1~, ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L=---cC~O=N=S=-=T=R=U~C~T=I=O=N __________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [Kl CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE --------'0~6~-~1~7_-~9~7 __ _ MIX DESCRIPTION N/A TICKET NUMBER ----~6~2~7~9=2~9 ___ _ MIX NUMBER 1349 TIME IN MIXER ----~8=-=2c......::..M=I=N=------ SLUMP 4 1/4" ---------------ADMIXTURE ------~N~/~A=----- TYPE CEMENT -------=N~/~A~-----AIR CONTENT ______ N~/~A~---- UNIT WEIGHT __________ N~/=A _________ _ DESIGN STRENGTH-4000 ----------~----- LOCATION OF PLACEMENT -~P~OU~R"-'--'S=T=R=I=P'-----'O=-=N-'--"'L=I=N=E'-----P _______________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ___ _;R~·-C=AL=K=I=N=S=----DATE RECEIVED IN LAB -~0~6_-=1=8_-~9~7 __ FIELD LAB IDENTITY NO. 7 166 28 167 28 168 H 169 DATE TESTED 06-24-97 07-15-97 07-15-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 90,500 3200 6 X 12 28.27 132,000 4670 6 X 12 28.27 131,000 4630 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 ---·--:-~-·· ... ·~-.. Jo.-· •. . .... -~ 17150 Via Del Campo Suite 307 . San Diego, CA 92127 . 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ------'K~O=L=L=-C~O=N=S~T=R=U~C~T~I=O=N'---------------------- BLDG. PERMIT NO. 922032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF l_fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ----~N~E~L-S~O~N--'&~S=L=O~AN~--PLACEMENT DATE ____ 0_6~-_1'---1'----~9~7---__ MIX DESCRIPTION ______ N-/~A _______ _ TICKET NUMBER _____ 6~2~6~8~2=2~--- MIX NUMBER _______ 5_5~2 _______ _ TIME IN MIXER _____ 9~0~M=I=N-"------ SLUMP --------~4_1_/4_'_' ___ _ ADMIXTURE N/A TYPE CEMENT ________ I=I _______ _ AIR CONTENT -----~N~/~A------___ _ UNIT WEIGHT --------N=/~A------____ _ DESIGN STRENGTH-3000 ----c....c-'------- LOCATION OF PLACEMENT PRE CAST PANEL FOR STAIRS AT LOADING DOCK SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------- REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ____ T_._C_A~L=K~I~N~S __ DATE RECEIVED IN LAB 06-12-97 FIELD LAB IDENTITY NO. 7 162 28 163 28 164 H 165 DATE TESTED 06-18-97 07-09-97 07-09-97 LABORATORY.DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 78,000 2760 6 X 12 28.27 111,000 3930 6 X 12 28.27 114,500 4050 ------------------------- DISTRIBUTION: OWNER ·· ARCHITECT ENGINEER All Sampling And Testing Conducted in -Accordance With ASTM 9tandard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, ~42-90 ·---... _,. , ...... , ·-... . 17150Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 . WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION 962032 SAMPLE DATA PLAN FILE NO. REPORT OF lli_] CONCRETE D MORTAR D GROUT D OTHER 97-082 .... --· N/A SUPPLIER ____ --'N=E=L=S~O~N~&~S_L~O=A=N~--PLACEMENT DATE ____ 0~5~-~3~0~-~9~7 __ _ MIX DESCRIPTION -----'5~-~5~3~S=K-=---- MIX NUMBER ------~5=5=2=------ SLUMP ---------'~~~-4=·~2~'-' ____ _ TYPE CEMENT ---------'I=I;::;__ ____ _ UNIT WEIGHT -------"N=/~A=------ TICKET NUMBER ----~6~2~4~9~9~3'----- TIME IN MIXER ----~1~4~0"--=-M=I=N,:.._ __ ADMIXTURE ------~N~L~A=----- AIR CONTENT -----~N~/~A=----- DESIGN STR~NGTH ____ 3~0~0~0=------ LOCATION OF PLACEMENT -~--=c~O=L_O=N=--=B=L=D~G~L=I=N=E~l=---------------- i"' SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------- REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ----~D~·-E=H=L=E=N~-·--DATE RECEIVED IN LAB -~0~6-_0=2~-~9~7~- FIELD LAB IDENTITY NO. 7 158 28 159 28 160 H 161 DATE TESTED 06-06-97 . 06-27-97 06-27-97 . . . LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 75,000 2650 6 X 12 28.27 112,000 3960 6 X 12 28.27 115,000 4070 ------------------------ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: 842-90 SUPPLIER -._ .... _, WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 ~ San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED ___ __,K=O=L=Lcc..-C~O~N~S~T=R~U~C~T~I~O~N __________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0_5_-_2_3_-_9_7 __ _ MIX DESCRIPTION 5.5 SK TICKET NUMBER 118512 MIX NUMBER 552 TIME IN MIXER 62 MIN SLUMP ,,, 6" ADMIXTURE N/A TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STR~NGTH 3000 LOCATION OF PLACEMENT .. TRASH ENCLOSURE PANELS AND PANEL 72 "" SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY S. FLORES· DATE RECEIVED IN LAB 05-27-97 LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA MAX LOAD STRENGTH 5 150 05-28-97 7 151 05-30-97 28 152 06-20-97 28 153 06-20-97 H 154 LABORATORY DATA REMARKS DISTRIBUTION: All Sampling And Testing Conducted in Accordance With ASTM Standard Designations INCHES SQ. INCHES 6 X 12 28.27 6 X 12 28.27 6 X 12 28·. 27 6 X 12 28.27 REVIEWED BY: DATE: C31-91,. C39-86, C78-84, C617-87, e42-90 POUNDS PSI 75,000 2650 84,500 2990 106,000 3750 106,500 3770 . . 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRAGTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION 962032 SAMPLE DATA PLAN FILE NO. REPORT OF [_fil CONCRETE D MORTAR D GROUT D OTHER 97-082 N/A SUPPLIER _____ N_E_L=S=O~N~&~S~L~O~AN~--PLACEMENT DATE ____ 0_5~-~2~3~-~9~7'---- MIX DESCRIPTION 5.5 SK ------~----TICKET NUMBER _____ 1_1~8_4~9~9 ___ _ MIX NUMBER ------~5~52~-----TIME IN MIXER _____ 5_6-'-----"M=I=N'-'----- SLUMP -~-" 5 1 / 4 II ADMIXTURE WRDA TYPE CEMENT ______ I=I~-----AIR CONTENT -----~N~/~A=----- UNIT WEIGHT ______ N ___ /A _____ _ DESIGN STR?NGTH ____ 3~0~0~0-'------ LOCATION OF PLACEMENT~--=-P=AN=E=L~6~3 _____________________ _ ,,;,. SPECIAL-TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY S. FLORES -DATE RECEIVED IN LAB -~0=5_-=2~7_-~9~7 __ FIELD LAB IDENTITY NO. 5 145 DATE TESTED 05-28-97 LABORATORY DATA DIMENSIONS TEST AREA INCHES SQ. INCHES 6 X 12 28.27 7 146 05-30-97 .6 X 12 28.27 28 147 06-20-97 6 X 12 28.27 28 148 06-20-97 6·x 12· 28.27 H 149 DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All.Sampling And Testing Conducted in Accordance With ' ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: E:!42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 79,000 2790 86,500 3060 107,000 3780 108,000 3820 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N/A PLAN FILE NO. --~N=/~A=----- SAMPLE DATA REPORT OF [_fil CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN MIX DESCRIPTION N/A MIX NUMBER _______ 6~5~5~2~---- SLUMP --------~-'~4"---"1~/~2~"---- TYPE CEMENT ---------'N=/~A=------ UNIT WEIGHT ---------'N~/~A=------ PLACEMENT DATE ------'0~5~-~2=1~-~9~7 __ _ TICKET NUMBER _____ 6~2~3~3~5~6 ___ _ TIME IN MIXER _____ 6~0---"-M=I~N'----- ADMIXTURE N/A AIR CONTENT -----~N~/~A""------ DESIGN STR~NGTH ____ 3~0~0~0'------ LOCATION OF PLACEMENT _~ __ P=A=N=E=L=--5~9"---------------------. ,... SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ___ ----::D~-'---'-W~Y=MA=N'--·--DATE RECEIVED IN LAB -~0=5_-=2=2_-~9~7 __ FIELD LAB IDENTITY NO. 7 141 28 142 28 143 H 144 DATE TESTED 05-28-97 06-18-97 06-18-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 66,000 2330 6 X 12 28.27 97,000 3430 6 X 12 28.27 99,500 3520 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: .OWNER, ARCHITECT, ENGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standa.rd Designations REVIEWED BY: DATE: I 7 C31-91, C39-86, C78-84, C617-87, e42-90 i I •! 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTibN ARCHITECT/ENGINEER. WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION -----,---~--~~~-------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A . SAMPLE DATA REPORT OF l.Kl CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN MIX DESCRIPTION N/A MIX NUMBER 6552 SLUMP -------~~-~-6~'-' ____ _ TYPE CEMENT ------\=N~/=A ____ _ UNIT WEIGHT -----~N~/A~----- PLACEMENT DATE 05-21-97 ---------- TICKET NUMBER 623277 -----~~---- TIME IN MIXER _____ 4~5----"-M=I=N----__ _ ADMIXTURE ------=N~/A=----- AIR CONTENT -----~N~/~A"'------ DESIGN STR~NGTH ____ 3_0~0~0 _______ _ LOCATION OF PLACEMENT-PANEL 6 ---~~--------------------""' SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPL~S MADE BY ------=D'--".---=-=-W-=YMA=N=-=---· __ DATE RECEIVED IN LAB 05-22-97 -~-----~--'---- FIELD LAB IDENTITY NO. 7 137 28 138 28 139 H 140 DATE TESTED 05-28-97 06-18-97 06-18-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 70,500 2490 6 X 12 28.27 95,000 3360 6 X 12 28.27 94,000 3320 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 SUPPLIER -.-·'·' . :; ·i . .I I ~ k 17150ViaDelCampo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ____ K=O=L=L=----=C=O=N=ST=R=U=C=T=I=O=N=-------------------- BLDG. PERMIT NO. N/A . PLAN FILE NO. N/A SAMPLE DATA REPORT OF Lfil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE .'--__ _..a.0=5_-=1~9-~9~7=---- MIX DESCRIPTION N/A TICKET NUMBER ----~6=2=3=14~0=------- MIX NUMBER 6552 TIME IN MIXER 51 MIN SLUMP .• .,, 5 3/4" ADMIXTURE N/A TYPE CEMENT I!II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT ,.PANEL #11 (BLDG 1/LOT 50) ;,;,. SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY -------=H~·---=S=AR=KAN==I=---DATE RECEIVED IN LAB 05-20-97 -~~---- FIELD LAB IDENTITY NO. 7 133 28 134 28 135 H 136 DATE TESTED 05-26-97 06-16-97 06-16-97 . . LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 86,000 3040 6 X 12 28.27 103,000 3640 6 X 12 28.27 104,000 3680 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: C:!42-90 SUPPLIER ~·--· ··---·--·· -... ·-----··· ··----· -· ..... ; .. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST .. • .· 17150 Via Del Campo , Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ------=K=O=L=L=-aC~O=N=S~T=R=U~C=T=I~O=N=------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF IX] CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~5~-~1=9~-~9~7=---- MIX DESCRIPTION N/A TICKET NUMBER _____ 6~2=3~1=1=2=----- MIX NUMBER _______ 6_5~5_2 ____ _ TIME IN MIXER _____ 4_8cc..-.cM=I=N'-'----- SLUMP ----------'-~~----'3----"3_/~4~"----ADMIXTURE _______ N_/~A=------ TYPE CEMENT I/II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH ____ 3~0~0~0=------ LOCATION OF PLACEMENT ~-=-PAN=E~L=--~#=1~8___,__(B=L=D~G~l-/~L=O~T~5~0~) _____________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------- REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ------=H=.'----"S=AR=KA=N=I __ DATE RECEIVED IN LAB __ 0~5_-=2~0_-~9~7 __ FIELD LAB IDENTITY NO. 7 129 28 130 28 131 H 132 DATE TESTED 05-26-97 06-16-97 06:-16-97 LABORATORY.DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS · PSI 6 X 12 28.27 94,000 3320 6 X 12 28.27 117,500 4160 6 X 12 28.27 120,500 4260 ------------------------- DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And.Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 SUPPLIER ~ WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED ______ K=O=L=L=-C=O=N=S~T=R=U~C=T~I~O=N.:,._ _________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF 00 CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-14-97 MIX DESCRIPTION 5.5 SK TICKET NUMBER _____ 6~2=2~6~7~8=------ TIME IN MIXER _____ 4_0 ___ M~I~N _____ _ MIX NUMBER 6552 ------------- SLUMP .,,, 4" ADMIXTURE _______ N-/~A~---- TYPE CEMENT II ------~------AIR CONTENT ______ N~/~A'-"------ UN IT WEIGHT --------'N~/A=------DESIGN STR~NGTH ____ 3-'---'--00~0~---- LOCATION OF PLACEMENT -~~PAN=E=L=-3==-1 ____________________ _ .... SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY -----'D~.;;__;.W~Y=MAN='--·--DATE RECEIVED IN LAB 05-16-97 LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 125 05-21-97 6 X 12 28.27 28 126 06-11-97 6 X 12 28.27 28 127 06-11-97 6 X 12 28.27 H 128 LABORATORY DATA REMARKS DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86 1 C78-84, C617-87, REVIEWED BY: DATE: C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 77,000 2720 102,000 3610 104,000 3680 . ,,. ·-··! ~ 17150 Via Del Campo Suite 307 San Diego, CA 92127 · 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ----"K=O=L=L~C=O=N=S=TR=U~C=T=I=O=N~----------------- BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF IX] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -----"N=E=L=S~O=N~&_S=L=O=AN=--- MIX DESCRIPTION -----=5~·=5_S=K=---- MIX NUMBER ------~6=5~5=2 ____ _ SLUMP --------'-'r--.;;.4-=1~/4=--"---- TYPE CEMENT ------=I=I'------- UNIT WEIGHT --------=N~/=A ______ _ PLACEMENT DATE ___ ___;0~5~-~1~4~-~9~7 __ _ TICKET NUMBER _____ 6=2=2~7~04 _____ _ TIME IN MIXER _____ 3~5'---"-M=I=N ____ _ ADMIXTURE ______ W~R=D=A"'-----'6~4=----- AIR CONTENT -----=N~/A=------- DESIGN STR~NGTH ---~3~0~0~0=------- LOCATION OF PLACEMENT .. PANEL 30 -==-=------------------------ SPEC I AL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ___ __,D~.'----'-W~Y=MA=N,_· __ DATE RECEIVED IN LAB -~0=5-_1~6~-~9~7'--_ FIELD LAB IDENTITY NO. 7 121 28 122 28 123 H 124 DATE TESTED 05-21-97 06-11-97 06-11-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 66,500 2350 6 X 12 28.27 95,500 3380 6 X 12 28.27 92,000 3250 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 -~ WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED ____ K=O~L=L=-C~O~N=S~T=R=U~C~T=I~O~N ____________________ _ BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF 00 CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-14-97 ------~'--'--- MIX DESCRIPTION ____ 5~.S~S~K"-'------TICKET NUMBER _____ 6~2=2~7~5~7 ____ _ MIX NUMBER _______ 6=5~5~2=------TIME IN MIXER _____ 5~5"----'M=I=N'-'----- SLUMP ---------'~-r_4.;:........;1=/~2~'-' ___ _ ADMIXTURE N/A TYPE CEMENT II AIR CONTENT -----~N-/~A=----- UNIT WEIGHT N/A DESIGN STR~NGTH ____ 3;::_::_0~00-=------ LOCATION OF PLACEMENT '_PAN~~E~L--.2~5 _____________________ _ "" . SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY D. WYMAN· DATE RECEIVED IN LAB 05-16-97 FIELD LAB IDENTITY NO. 7 117 28 118 28 119 H 120 DATE TESTED 05-21-97 06-11-97 06-11-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 74,000 2620 6 X 12 28.27 101,000 3570 6 X 12 28.27 103,500 3660 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER, ARCHITECT, ?NGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86~ C78-84, C617-87, t42-90 ~ WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PRO~ECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED --------=K=O=L=L;:;......;C~O=N=S=T=·R=U~C=T=I=O=N.__ _________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-09-97 MIX DESCRIPTION 5.5 SK TICKET NUMBER ----~1~0~6~0~5~3;;.__ __ _ MIX NUMBER 6552 TIME IN MIXER ----~3=3;,_::.M=I=N'----- SLUMP 4 3/411 ADMIXTURE WRDA64 .. TYPE CEMENT II AIR CONTENT ______ 0~.5~4-~~o ___ _ UNIT WEIGHT N/A DESIGN STRENGTH ---~3~0~0~0'------ LOCATION OF PLACEMENT,. PANEL #40 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY --------"S~·-=-F=L=O=R=E=S-DATE RECEIVED IN LAB _____ 0 ...... 5_-~l ...... 2_-~9 ___ 7 __ LABORATORY DATA FIELD LAB IDENTITY NO. 7 113 28 114 28 115 H 116 DATE TESTED 05-16-97 06-06-97 06-06-97 COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 72,500 2560 6 X 12 28.27 104,500 3700 6 X 12 28.27 103,000 3640 LABORATORY DATA REMARKS ________________________ _ All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED DATE: C31-91, C39-86, C78-84, C617-87, C42-90 ~ 17150 Via Del Campo Suite 307 ·. San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALc°OMB/KOSHI-LO-TORRES TO BE BILLED -----'K~O=L=L=---'C~O=N=S~T=R=U~C=T=I~O=N'-------------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [K] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~5~-~0~9~-~9~7 __ _ MIX DESCRIPTION 5.5 SK TICKET NUMBER ----~1~0~6~0~3~6'----- MIX NUMBER 6552 TIME IN MIXER ----~8~3:c........::.M=I=N.,_ __ _ SLUMP 3 1 /2 II ADMIXTURE ------~WR=D=A=6~4'-----.. TYPE CEMENT II AIR CONTENT 0.54% UNIT WEIGHT N/A DESIGN STRENGTH ---~3~0~0~0:c..-___ _ LOCATION OF PLACEMENT, PANEL #45 SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ____ S::::c..:...·~F=L=O=R=E=S"--·--DATE RECEIVED IN LAB 05-12-97 FIELD LAB IDENTITY NO. 7 109 28 110 28 111 H 112 DATE TESTED 05-16-97 06-06-97 06-06-97 LABORATORY DATA REMARKS LABORATORY DATA DIMENSIONS TEST AREA INCHES SQ. INCHES 6 X 12 28.27 6 X 12 28.27 6 X 12 28.27 DISTRIBUTION: OWNER -·ARCHITECT ENGINEER ------- COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 79,000 2790 112,000 3960 111,000 3930 SUPPLIER All Sampling And Testing Conducted in Accordanc·e With REVIEWED BY: -~~ "-:~ .I DATE: ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, C42-90 k 17150ViaDelCampo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSH.I-LO-TORRES TO BE BILLED -----=K=O=L=L:;.....;:;C~O=N=S=T=RU~C=T=I=O=N"------------------ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [.fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-07-97 MIX DESCRIPTION N/A TICKET NUMBER 621404 ·. MIX NUMBER 515 TIME IN MIXER 48 MIN SLUMP 5" ADMIXTURE N/A TYPE CEMENT. II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 2500 LOCATION OF PLACEMENT BLDG 1, LOT 50, 3 FTG PADS LOCATED AT NW CORNER OF THE ,..b!OT L.5/1, L.5/1.5, L.5/2 . SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 2500 . PSI AT 28 DAYS SAMPLES MADE BY H. SARKANI DATE RECEIVED IN LAB -~05~-~1=2~-~9~7 __ FIELD LAB IDENTITY NO. 7 105 28 106 28 107 H 108 DATE TESTED 05-14-97 06-04-97 06-04-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 67,000 2370 6 X 12 28.27 93,000 3290 6 ·x 12 28.27 93,500 3310 LABORATORY DATA RE~S -------------------.,----- DISTRIBUTION: OWNER ARCHITECT ENGINEER SUPPLIER All Sampling And Testing REVIEWED BY: Conduc):ed in Accordance With DATE: 6/2 ~11)7 .- ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. ---~9~7~-~0~8=2~-- PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L........c.C~O=N=S=TR=U~C~T=I~O_N _________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF Ll[j CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -------"-N=E=L=S~O=N-=-&_S=L=O=AN=----PLACEMENT DATE ____ 0~5_-~0~7-~9~7'----- MIX DESCRIPTION ------"-N_/=A _____ _ TICKET NUMBER ----~6=2=1=32=4=---- MIX NUMBER ------~1=3~4~9 ____ _ TIME IN MIXER ____ ""'"7-"'-6~M=I=N'-'----- SLUMP 6 1 /2" ADMIXTURE FLYASH TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT BLDG 1, LOT 50, BTWN G/LINES L.5/1 L.5/3.6 & N2.9-N3.6 'SPECIAL TEST INSTRUCTrONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c} 4000 PSI AT 28 DAYS SAMPLES MADE BY ____ ~H~._SAR ______ KAN~~I~-DATE RECEIVED IN LAB -=05~-~1=2~-~9~7 __ FIELD LAB IDENTITY NO. 7 101 28 102 28 103 H 104 DATE TESTED 05-14-97 06-04-97 06-04-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 88,000 3110 6 X 12 28.27 118,500 4190 6 X 12 28.27 125,000 4420 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: . OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: C42-90 SUPPLIER WYMAN TESTING LABORATORIES . REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. 962032 PLAN FILE NO. NIA SAMPLE DATA REPORT OF w CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-07-97 MIX DESCRIPTION N/A TICKET NUMBER 621285 MIX NUMBER 1349 TIME IN MIXER 33 MIN SLUMP 5 3/4" ADMIXTURE FLYASH TYPE CEMENT . I I AIR CONTENT N /A UNIT WEIGHT· N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT.BLDG 1, LOT 50, BTWN G/LN, K.5/l-K.5/3.6 & LS/l-LS/3.6 SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------- REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY H. SARKANI DATE RECEIVED IN LAB -~0~5--=12~-~9~7'--_ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 98 05-14-97 6 X 12 28.27 28 99 06-04-97 6 X 12 28.27 28 ioo 06-04-97 6 X 12 28.27 H 101 LABORATORY DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: .DATE: . C31-91, C39-86, C78-84, C617-87, C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 91,000 3220 116,000 4100 118,500 4190 SUPPLIER WYMAN TESTING LABORATORIES . REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION 962032 SAMPLE DATA PLAN FILE NO. REPORT OF 0 CONCRETE D MORTAR D GROUT D OTHER 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 N/A SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-07-97 MIX DESCRIPTION N/A TICKET NUMBER ----~6~2=1=2~4~4=---- MIX NUMBER 1349 TIME IN MIXER 43 MIN SLUMP 6 1/2" ADMIXTURE FLYASH J. •• TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT.BLDG 1, LOT 50, BTWN G/LN, J.5/1-J~5/3.6 & K5/1-K5/3.6 SPECIAL TEST INSTRUCT-IONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ______ H~.----"S=AR=KAN==I_· __ DATE RECEIVED IN LAB 05-12-97 LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 93 05-14-97 6 X 12 28.27 28 94 06-04-97 6 X 12 28.27 28 95 06-04-97 6 X 12 28.27 H 96 LABORATORY DATA REMARKS DISTRIBUTION: ·· OWNER, ARCHITECT, ENGINEER, All Sampling And T~sting Conducted in Accordance With ASTM Standard Designations REVIEWED BY: .DATE: . C31-91, C39-86, C78-84, C617-87, C42-90 I COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 100,000 3550 124,500 4400 123,500 4370 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH -CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA . . CONTRACTOR 'KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION 962032 PLAN FILE NO. SAMPLE DATA REPORT OF [_fil CONCRETE LJ MORTAR D GROUT D OTHER 97-082 N/A SUPPLIER NELSON & SLOAN PLACEMENT DATE ----=05~----=--07=--~9~7-=---- MIX DESCRIPTION N/A •, MIX NUMBER _______ 1=3~4=9"----- SLUMP ---------r,---:S;a._;3~/~4~'-' ___ _ TYPE CEMENT ______ I=I=-------- UNIT WEIGHT -----------'N_/A~----- TICKET NUMBER _____ 6~2==12=-8=-5'"'---- TIME IN MIXER _____ 3=-3=--.aM=I=N'------ ADMIXTURE ------~F~L=Y=A=S=H=---- AIR CONTENT -----~N~/A=----- DESIGN STRENGTH 4000 LOCATION OF PLACEMENT .B=L=-DG..c.-1~, ..... L ..... O ____ T----'5--'-0 ...... ,--=BT=-WN......c...._G__,/~L~N ...... ,----'-'K __ • _5_,_/_1_-K_. 5__,_/ 3_. 6_&-=L--"5-+-/'"""l---=L~S.,_/=-3-'--. -'--6 SPECIAL TEST INSTRUCTTONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY -----'H ______ .~S~AR=KAN==I~·--DATE RECEIVED IN LAB --'--05=---1=2=--..... 9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 89 05-14-97 6 X 12 28.27 28 90 06-04-97 6 X 12 28.27 28 91 06-04-97 6 X 12 28.27 H 92 LABORATORY DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER. All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 92,000 3250 117,500 4160 115,000 4070 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/K.OSHI-LO-TORRES TO BE BILLED -----'K=O=L=L=-'C~O~N=S~T=R=U~C~T~I~O=N~------------------ BLDG. PERMIT NO. N/A SAMPLE REPORT OF LR] CONCRETE LJ MORTAR SUPPLIER NELSON SLOAN MIX DESCRIPTION N/A MIX NUMBER "i349 SLUMP 4 3/4" .,, TYPE CEMENT N/A UNIT WEIGHT N/A PLAN FILE NO. N/A DATA D GROUT D OTHER PLACEMENT DATE -----'0=5~-~0~3~-~9~7 __ _ TICKET NUMBER ----~N-/~A~---- TIME IN MIXER ----~N-/~A'-------- ADMIXTURE N/A AIR CONTENT -----~N=/~A=----- DESIGN STRENGTH 4000 LOCATION OF PLACEMENT GRID LINE B & .75 TOH, BTWN 1 & 3.6 SPECIAL TEST INSTRUCT~ONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY SCTL DATE RECEIVED IN LAB 05-07-97 --------'--........... -- FIELD LAB IDENTITY NO. 6 85 27 86 27 87 H 88 DATE TESTED 05-09-97 05-30-97 05-30-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28."27 72,500 2560 6 X 12 28.27 121,000 4280 6 X 12 28.27 121,500 4300 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 SUPPLIER 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N/A PLAN FILE NO. --~N~/A=----- SAMPLE DATA REPORT OF [Rj CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ----~N=E=L_S~ON=-&~S~L=O=AN='---PLACEMENT DATE 05-03-97 MIX DESCRIPTION ____ N~/=A,__ ___ _ MIX NUMBER ------=1=3=4~9 ____ _ TICKET NUMBER ----~N~/~A=----- TIME IN MIXER ----~N-/~A=----- SLUMP --------~5aa.-al-/~2~'-' __ _ ADMIXTURE N/A TYPE CEMENT --------"--N~/A-=------AIR CONTENT -----~N-L~A=----- UNIT WEIGHT N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT SOG FROM GRID LINE B &.75 TOH BTWN 1 & 3.6 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY G. LEDBETTER DATE RECEIVED IN LAB -~05~--0~3~-~9~7'--_ FIELD LAB IDENTITY NO. 6 81 27 82 27 83 59 84 DATE TESTED 05-09-97 05-30-97 05-30-97 07-01-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 63,000 2230 6 X 12 28.27 108,000 3820 6 X 12 28.27 105,500 3730 6 X 12 28.27 115,000 4070 LABORATORY DATA REMARKS REPORT REVISED TO SHOW 59 DAY BREAK DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: J / C31-91, C39-86, C78-84, C617-87, C42-90 17150 Via Del Campo Suite 307 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED _____ K=O=L=L=-C~O~N~S~T=R~U~C~T=I~O~N _________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF lliJ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ------0~5~-~0~3~-~9~7 __ _ MIX DESCRIPTION N/A TICKET NUMBER ----~N~/~A=----- MIX NUMBER _______ 1~3~4~9 ____ _ TIME IN MIXER _____ N_/~A~---- SLUMP ---------=-4--'-3-/4~'-' ___ _ ADMIXTURE _______ N~/~A--'------ TYPE CEMENT N /A AIR CONTENT N /A UNIT WEIGHT N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT SOG FROM GRID LINE B &.75 TOH BTWN 1 & 3.6 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY G. LEDBETTER DATE RECEIVED IN LAB 05-03-97 FIELD LAB IDENTITY NO. 6 77 27 78 27 79 59 80 DATE TESTED 05-09-97 05-30-97 05-30-97 07-01-97 ------- LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 59,000 2090 6 X 12 28.27 109,500 3870 6 X 12 28.27 108,500 3840 6 X 12 28.27 123,000 4350 LABORATORY DATA REMARKS REPORT REVISED TO SHOW 59 DAY BREAK DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With REVIEWED BY: DATE: ASTM Standard Designations 7 /7 /CJJ7 7 7 C31-91, C39-86, C78-84, C617-87, ·C42-90 17150 Via Del Campo Suite 307 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED ____ K_O-L=L_C_O_N~ST=R~U~C_T~I~O~N _________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [Ej CONCRETE D MORTAR D GROUT D OTHER SUPPLIER --------=N=E=L=S=O=Nc.......=&~S=L=O=AN=----PLACEMENT DATE ____ 0_5_-_03_-_9_7 __ _ MIX DESCRIPTION ---~N-/=A ____ _ TICKET NUMBER _____ N_/A~---- MIX NUMBER ------=1~3~4~9 ____ _ TIME IN MIXER _____ N-/A~---- SLUMP 5 1/2" ADMIXTURE _______ N-/A~---- TYPE CEMENT __________ N_/=A ____ _ AIR CONTENT -----~N~/=A ____ _ UNIT WEIGHT __________ N~/=A ____ _ DESIGN STRENGTH ---~4~0~0~0 ___ _ LOCATION OF PLACEMENT SOG FROM GRID LINE B &.75 TOH BTWN 1 & 3.6 SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY G. LEDBETTER DATE RECEIVED IN LAB 05-03-97 -~~--"--'--- FIELD LAB IDENTITY NO. 6 73 27 74 27 75 59 76 DATE TESTED 05-09-97 05-30-97 05-30-97 07-01-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 57,500 2030 6 X 12 28.27 105,500 3730 6 X 12 28.27 107,000 3780 6 X 12 28.27 125,000 4420 LABORATORY DATA REMARKS REPORT REVISED TO SHOW 59 DAY BREAK DISTRIBUTION: OWNER ARCHITECT ENGINEER CONTRACTOR All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, -C42-90 ~ k 17150ViaDelCampo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES . REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ______ K~O~L=L ____ C_O=N~S~T~RU_C~T=I=O~N~----------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF IBJ CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ___ ----...c.0~5_-~0=l----"9~7---__ MIX DESCRIPTION N/A TICKET NUMBER ----~6=2~0~2~85 ______ _ MIX NUMBER ------~5~1=5 ____ _ TIME IN MIXER ----~N_/=A ____ _ SLUMP -------~~r-~4_" _____ _ ADMIXTURE ------~N~/=A _______ _ TYPE CEMENT ------=N~/=A _______ _ AIR CONTENT -----~N-/=A _______ _ UNIT WEIGHT ------=N-/~A _______ _ DESIGN STRENGTH ---~2=5~0~0 ___ _ LOCATION OF PLACEMENT-__ ~L=I=N=E"'---"l"-=A=T'--=J-=T~O~H=---------------- SPECIAL TEST INSTRUCT'rONS OR REMARKS ------------------ REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMIDT -----------""'""--==~-------DATE .RECEIVED IN LAB -~0~5-_0""""2=--""""9~7---- FIELD LAB IDENTITY NO. 7 69 28 70 28 71 H 72 DATE TESTED 05-08-97 05-29-97 05-29-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 59,000 2090 6 X 12 28.27 101,000 3570 6 X 12 28.27 101,500 ·3590 -------------------------DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And T~sting Conducted in Accordance With ASTM Standard Design'ations C31-91, ~39-86, C78-84, C617-87, REVIEWED BY: DATE: I I C42-90 SUPPLIER WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N/A PLAN FILE NO. __ 0_N=t-:./A=------ SAMPLE DATA REPORT OF Lfil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ----=0~4_-=2~5-~9~7!,__ __ MIX DESCRIPTION ~/A TICKET NUMBER ----~6=1~9=2=14-=----- MIX NUMBER ------~5~1=5 ____ _ SLUMP -------~.~_-=3'-----=3~/~4-" ___ _ TIME IN MIXER ----~5..!...7~M=I::::..:N~--- ADMIXTURE ------=N~/=A'------- TYPE CEMENT II AIR CONTENT _____ N='-'/A=----- UNIT WEIGHT N/A DESIGN STRENGTH ---~2=5~0~0=------ LOCATION OF PLACEMENT __ ~F~O=O=T=I=N=G=S:........,,@----=G~-=2 ________________ _ SPECIAL TEST INSTRQCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY -----=A=·=--------=C=O~O=L=E=Y_. __ DATE RECEIVED IN LAB _.o:...04..:::...-....!2=:..:9:::....--=9::....!7 __ FIELD LAB IDENTITY NO. 7 65 28 66 28 67 H 68 DATE TESTED 05-02-97 05-23-97 05-23-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 70,500 2490 6 X 12 28.27 93,500 3310 6 X 12 28.27 92,500 3270 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With REVIEWED BY: ASTM Standard Designations 6 /17 /97 r 7 DATE: C31-91, C39-86, C78-84, C617-87, 842-90 SUPPLIER WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N/A PLAN FILE NO. ___ N_/A~---- SAMPLE DATA REPORT OF LR] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -------=N=E=L=S~O=N'--=&-=SL=O=AN="--- MIX DESCRIPTION ----~~/=A'------ PLACEMENT DATE 04-25-97 TICKET NUMBER ----~6~1~9=1~5=1 __ _ MIX NUMBER ------~1=3~4=9 ____ _ TIME IN MIXER ----~1~0~6'--"-M=I=N,_ __ SLUMP --------,-,---"-5-=l-/=2_" ___ _ ADMIXTURE ______ N=-,...../A=----- TYPE CEMENT II AIR CONTENT -----=N~/=A ____ _ UNIT WEIGHT N/A DESIGN STRENGTH ____ 4~0~0~0::;.._ ___ _ LOCATION OF PLACEMENT_ SOG BETWEEN A & B 75@ LINE 6.5 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ____ A_._C_O_O_L_E_Y_· __ DATE RECEIVED IN LAB 04-29-97 --~~~-- FIELD LAB IDENTITY NO. 7 61 28 62 28 63 H 64 DATE TESTED 05-02-97 05-23-97 05-23-97 LABORATORY.DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 85,000 3010 6 X 12 28.27 119,000 4210 6 X 12 28.27 121,500 4300 ------------------------ DIST RIB UT ION: OWNER ARCHITECT ENGINEER All Sampling .. And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: C42-90 17150 Via Del Campo ~~ Suite 307 ~ San Diego, CA 92127 ~ 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS --=2=0=8=0~F=ARA==D=A=Y=-=A=VE=-=N~U=E~,---=C=A=R=L=S=B=A=D~,-=C=AL=I=F~O=R=N=I=A=---------- CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ------=K=O=L=L=--:C=O=N=S~T=R=U~C~T=I~O=N'-------------------- BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF Lfil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -------=N=E=L=S~O=N"'----'&"--=S=L=O=A=N'----PLACEMENT DATE ------'0~4~-~2=5~-~9~7 __ _ MIX DESCRIPTION ------=N~/~Ac;;,_ ____ _ TICKET NUMBER _____ 6~1=9~1=1~4=---- MIX NUMBER ------~1=3~4=9=-------TIME IN MIXER ----~6~8'----=-M=I=N=------ SLUMP -----------=--=5=--=l~/~2~'-' ___ _ ADMIXTURE N/A TYPE CEMENT II AIR CONTENT ______ N __ /A ____ _ UNIT WEIGHT N/A DESIGN STRENGTH ____ 4_0_0_0-----'-,----- LOCATION OF PLACEMENT_ SOG BETWEEN A & B.75@ LINE 5.5 SPECIAL TEST INSTRUCT-IONS OR REMARKS -------------------- REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY A. COOLEY. -----------DATE RECEIVED IN LAB -~0~4_-=2~9_-~9~7 __ LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 7 57 05-02-97 6 X 12 28.27 95,000 3360 28 58 05-23-97 6 X 12 28.27 129,500 4580 28 59 05-23-97 6 X 12 28.27 126,000 4460 H 60 LABORATORY DATA REMARKS ________________________ _ ···DISTRIBUTION: All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: ,5· ft7 /g7 I I C31-91, C39-86, C78-84, C617-87, e42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS __ 2~08~0~F-ARA~_D=A=Y~A-VE~N_U=E~r~C=AR~L_SB~A=D~,_C_AL~I-F~O~R=N=I~A~------- CONTRACTOR -----=K=O=L=L=---c:C=O=N=S~T=R=U=C=T=r=o=N'--------------------- ARCHITECT/ENGINEER _W=AR=E=--:&aa--=MAL==C=O=MB=-,../...:;;.K=O=S=H=I~-=L=O_-=T=O=RR=E==S ___________ _ TO BE BILLED -----=K=O=L=L;;;.....aC~O=N=S=T=R=U~C=T=I~O=N __________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF Lfil CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 04-25-97 MIX DESCRIPTION N/A TICKET NUMBER ----~6~1=9~0=5=2=------- MIX NUMBER ------=l=-3=-49"'-------TIME IN MIXER ------=9:;_;8::;...._:M=I=N-=--------- SLUMP ----------=4~"------ADMIXTURE ------=N~/=A ______ _ TYPE CEMENT II AIR CONTENT -----~N-/~A"------ UNIT WEIGHT N/A DESIGN STRENGTH ----=-4~0~0~0 ____ _ LOCATION OF PLACEMENT .. --=-SO=-G.;;_..:B=E=T=WE"'-=E=N"--'-A.;;.......;:&;;.._,:;:Ba..;;.'-"7~5'--"'@'----"'3-=L=I=N=E'---_________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 SAMPLES MADE BY A. COOLEY· PSI AT 28 DAYS DATE RECEIVED IN LAB 04-29-97 LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 53 05-02-97 6 X 12 28.27 28 54 05-23-97 6 X 12 28.27 28 55 05-23-97 6 X 12 28.27 H 56 LABORATORY DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 87,500 3100 117,000 4140 121,500 4300 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -------=K=O=L=L=------C~O=N=S=T=RU~C=T=I=O=N-'------------------ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF IBJ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ----~N=E=L~S~O=N~&_S~L=O=AN=----- MIX DESCRIPTION ---~N_/~A~---- MIX NUMBER ------~1~3~4~9 ____ _ SLUMP ----------=4_1_/2_'_' __ _ TYPE CEMENT --------=I~I~----- UNIT WEIGHT -------=N~/=A~---- PLACEMENT DATE 04-22-97 TICKET NUMBER ----~6=1~8=42=9"----- TIME IN MIXER ----=N~/=A ____ _ ADMIXTURE ------~N~/=A'------ AIR CONTENT ______ N-/A~---- DESIGN STRENGTH ____ 4_0~0_0 ____ _ LOCATION OF PLACEMENT --·~3~.5 _____ T~O~5~·~9 __________________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS. _________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY -----"C~·-=S~C=HM=I=D~T;;:___ DATE RECEIVED IN LAB -~04~-~2=3~-~9~7 __ FIELD LAB IDENTITY NO. 7 49 28 50 28 51 H 52 DATE TESTED 04-29-97 05-20-97 05-20-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 110,000 3890 6 X 12 28.27 148,500 5250 6 X 12 28.27 142,000 5020 ------------------------ DIST RIB UT ION: OWNER ARCHITECT ENGINEER REVIEWED BY: All Sampling And Testing Conducted in Accordance With DATE: 6 /lb/97 7 7 ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, e42-90 SUPPLIER ~ kJ 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTibN ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION N/A PLAN FILE NO. SAMPLE DATA REPORT OF lliJ CONCRETE D MORTAR D GROUT D OTHER 97-082 N/A SUPPLIER ------=N=E=L=S=O=N:.;_;;&"-"S=L=O=AN==-----PLACEMENT DATE ____ 0~4~-~2=2~-~9~7 __ _ MIX DESCRIPTION ____ N_/~A _____ _ MIX NUMBER ------~1~3~4~9 ____ _ SLUMP _________ 4"---'3-/_4~'-' ___ _ TICKET NUMBER ----~6~1~8~3~7~9'----- TIME IN MIXER ----~N~/~A""----- ADMIXTURE -------=N~/~A=----- TYPE CEMENT II AIR CONTENT ------=N~/~A=----- UNIT WEIGHT N/A DESIGN STRENGTH ____ 4_0_0_0 ____ _ LOCATION OF PLACEMENT --=S=LAB=_3=--=...;.5=--.:T=O~5~.~9"-----'@~E~-~5'--------------- SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ____ C~.'----S~C=H=M=I=D=T __ DATE RECEIVED IN LAB 04-23-97 FIELD LAB IDENTITY NO. 7 45 28 46 28 47 H 48 DATE TESTED 04-21-97 05-20-97 05-20-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 101,000 3570 6 X 12 28.27 134,000 4740 6 X 12 28.27 137,500 4B6n LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED -----'K=O=L=L=-C~O~N~S~T=R~U~C~T~I~O=N~----------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [iij CONCRETE D MORTAR D GROUT D OTHER SUPPLIER _____ N_E~L=S~O~N~&_S~L~O~AN~-- MIX DESCRIPTION -----'N_/~A~----- MIX NUMBER ------~1~3~4~9 ____ _ SLUMP 5 3/4" TYPE CEMENT ________ I=I"'-------- UNIT WEIGHT ------"N~/~A _____ _ PLACEMENT DATE ____ 0~4~-~2=2~-~9~7'---- TICKET NUMBER _____ 6~1=8~3~2~4"----- TIME IN MIXER ----~N~/A=----- ADMIXTURE ------~N~/~A=----- AIR CONTENT -----~N~L~A=----- DESIGN STRENGTH ____ 4~00~0.c,.._ ___ _ LOCATION OF PLACEMENT SLAB 3.5 TO 5.9@ F ----~~~~~~~--------------- SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMIDT DATE RECEIVED IN LAB 04-23-97 FIELD LAB IDENTITY NO. 7 41 28 42 28 43 H 44 DATE TESTED 04-29-97 05-20-97 05-20-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 90,000 3180 6 X 12 28.27 124,000 4390 6 X 12 28.27 127,000 4490 LABORATORY DATA REMARKS -----------------'---------- All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 --:--., ~ k. 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ____ K=O=L=L=-C=O=N=S=T=R=U~C~T=I~O=N-=------------------- BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF Ll£j CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ____ _,N=E=L=S~O=N""--'&~S~L=O=AN=----PLACEMENT DATE 04-22-97 MIX DESCRIPTION -----'N=--/A=------TICKET NUMBER _____ 6~1~8~2~7~4=---- MIX NUMBER -------=-13=4=9 _____ _ TIME IN MIXER ----~N=/~A=----- SLUMP ________ _,5=--=l~/~4~'-' ___ _ ADMIXTURE N/A TYPE CEMENT ______ I=I=------AIR CONTENT -----~N~/~A:,:::._ ___ _ UNIT WEIGHT -----~N~/~A~----DESIGN STRENGTH ____ 4-'--0"-0"-0'--___ _ LOCATION OF PLACEMENT --=S=LA=B=-G=-@"'--'3~·~5~T~Oc........;:5~-~9'---------------=--- SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMIDT DATE RECEIVED IN LAB 04-23-97 -~-~~-- FIELD LAB IDENTITY NO. 7 37 28 38 28 39 H 40 DATE TESTED 04-29-97 05-20-97 05-20-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 90,000 3180 6 X 12 28.27 126,000 4460 6 X 12 28.27 120,000 4240 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations . REVIEWED BY: DATE: 6/16 /97 ~ 1 C31-91, C39-86, C78-84, C617-87, C42-90 ,.. ' -~ ... WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS --=2~0~8~0-'F=ARA==D~A=Y~A~VE--=N~U~E~r~C~AR~L~S~B=A=D~r~C=AL~I~F~O-RN~IA _______ _ CONTRACTOR KOLL CONSTRUCTI'ON ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF liij CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ------=N=E=L=S~O~N~&"--"S=L~O=AN==----- MIX DESCRIPTION -----=N~/~A-=------ PLACEMENT DATE 04-22-97 TICKET NUMBER _____ 6~1~8~2=5~4=---- MIX NUMBER ------~1_3_4_9 ____ _ TIME IN MIXER -----'N'-.:.+-=/A=------ SLUMP ----------=5~'-' _____ _ ADMIXTURE N/A TYPE CEMENT -------=I=I=------AIR CONTENT -----~N~/~A;.;:.._ ___ _ UNIT WEIGHT ______ N_/_A ____ _ DESIGN STRENGTH ____ 4~0~0~0=------ LOCATION OF PLACEMENT SLAB 3.5 TO 5.9@ H.4 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ____ C~·~S~C=H=M=I=D=~--DATE RECEIVED IN LAB -~0~4_-~2_3_-~9~7 __ FIELD LAB IDENTITY NO. 7 33 28 34 28 35 H 36 DATE TESTED 04-29-97 05-20-97 05-20-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 105,000 3710 6 X 12 28.27 136,000 4810 6 X 12 28.27 134,000 4740 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE : & / l (, /!J 7. I I C42-90 SUPPLIER ~ · 17150 Via Del Campo WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED ----'------'K=O=L=L=-C~O=N=S~T=R~U~C~T~I~O=N.,_ _________________ _ BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF IBJ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 04-21-97 MIX DESCRIPTION N/A TICKET NUMBER 618115 MIX NUMBER 515 TIME IN MIXER 30 MIN SLUMP 3" ADMIXTURE N/A TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 2500 LOCATION OF PLACEMENT, TIE BEAM ·----------=-=-==--------------------- SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY _______ A=-----C~O~O=L=E=Y_· __ DATE RECEIVED IN LAB -~0~4_-=2=2_-~9~7 __ FIELD LAB IDENTITY NO. 7 29 28 30 28 31 H 32 DATE TESTED 04-28-97 05-19-97 05-19-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 75,000 2650 6 X 12 28.27 87,500 3090 6 X 12 28.27 96,000 3400 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: · ______ OWN ............. E=R'---'-, ----=---------==----=-----==-----==-'-"------~-r----..---~~~=---e~-- Conducted in Accordance With ASTM ·standard Designations C31-91, C39-86, C78-84, C617-87, I .- DATE: C42-90 . ,,. · ... i· ~ k 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS -~2~0~8~0:;_.:::F=ARA==DA=Y=--:;A=VE;..=::N~U=E~,---"'C=AR==L=S=BA=D=---,~C=AL=I=F~O~R=N=I=A'--______ _ CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED _,__ __ ---"'K~O=L=L'----'--CO~N=S~T=R~U~C~T=I=·o=N'--________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [iij CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN MIX DESCRIPTION N/A MIX NUMBER ------~1=3~4~9 ____ _ SLUMP 5" TYPE CEMENT ------=I=I _____ _ UNIT WEIGHT ------=N~/A=------ PLACEMENT DATE -----'0~4~-~2~1~-~9~7 __ _ TICKET NUMBER ----~6~1~8~0=5=9 ___ _ TIME IN MIXER ----~3~5a........:.M=I=N'----- ADMIXTURE --------'N~/A=----- AIR CONTENT -----~N-/=A=----- DESIGN STRENGTH ____ 4~0~0~0c...-. ___ _ LOCATION OF PLACEMENT SOG 3.5 & 6.9@ I LINE SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f 'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ----=-=A=·-=CO~O=L=E=Y~·--DATE RECEIVED IN LAB -~04=-~2=2~-~9~7"-_ FIELD LAB IDENTITY NO. 7 25 28 26 28 27 H 28 DATE· TESTED 04-28-97 05-19-97 05-19-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 105,000 3710 6 X 12 28.27 129,000 4560 6 X 12 28.27 123,000 4350 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 :' ··: WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED --------'K=O=L=L=-C~O~N=S~T=R~U~C~T=I~O=N'------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [_fil CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~4~-~2~1~-~9~7 __ _ MIX DESCRIPTION N/A TICKET NUMBER _____ 6~1~8~0~0~0:;._ __ _ MIX NUMBER 1349 TIME IN MIXER N/A SLUMP 5 II ADMIXTURE N/A TYPE CEMENT-II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT SLAB ON GRADE 3.5 & 6.9 @ J LINE SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ----~C~--S~C=H=M=I=D~Tc.-__ DATE RECEIVED IN LAB 04-22-97 ----'--'--=-~-- LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 21 04-28-97 6 X 12 28.27 28 22 05-19-97 6 X 12 28.27 28 23 05-19-97 6 X 12 28.27 H 24 LABORATORY DATA REMARKS -DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM.Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, ~42-90 , .. COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 90,000 3180 123,500 4370 120,000 4240 ,·· ..... 17150 Via Del Campo Suite 307 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES San Diego, CA 92127 1-800-487 -0355 97-082 TO BE BILLED_.,._. --~K=O=L=L=-C~O~N=S~T=R~U~C~T=I~O=N'------------------- BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF w CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~4~-~2~1~-~9~7'--_ MIX DESCRIPTION N/A TICKET NUMBER _____ 6_17_9_6_8 __ _ MIX NUMBER 1349 TIME IN MIXER _____ N_/_A ___ _ SLUMP _________ ._4""'--'1-/~4_" ___ _ ADMIXTURE _______ N_/~A~---- TYPE CEMENT· _______ I=I'--------AIR CONTENT -~---~N=/~A-=----- UNIT WEIGHT _____ ____,N=/~A=------DESIGN STRENGTH ---~4~0~0~0 ___ _ LOCATION OF PLACEMENT,_-=S=LAB=-O=N=-G=RA=D~E;;;;._.....;3~-~5"---'&"'-'6~.~9____,@'--"-M"-=L=I=N=E ________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY ____ C_._S_C=H~M~I=D~T __ DATE RECEIVED IN LAB -~0=4--2=2=--9~7-'--_ LABORATORY DATA COMPRESSIVE FIELD LAB DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NO. TESTED INCHES SQ. INCHES POUNDS PSI 7 17 04-28-97 6 X 12 28.27 86,500 3060 28 18 05-19-97 6 X 12 28.27 141,500 5000 28 19 05-19-97 6 X 12 28.27 147,000 5200 H 20 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER 'ARCHITECT ENGINEER -. All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, , .. ' REVIEWED BY: DATE: 6//~ ~7 77 C42-90 . SUPPLIER ~ WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED -----"K=O=L=L~C~O=N=S=T=RU=C=T=I=O=N"'------------------ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF I.Kl CONCRETE D MORTAR D GROUT D OTHE~ SUPPLIER NELSON & SLOAN PLACEMENT DATE ___ ___::0~4_-=2=1-~9~7=---- MIX DESCRIPTION N/A TICKET NUMBER ----~6~1~7~9=5=1 __ _ MIX NUMBER ------~1=3~4=9 ____ _ TIME IN MIXER ----=N~/=A'------ SLUMP 4" ADMIXTURE ------=Ne+-/=A'------ TYPE CEMENT II AIR CONTENT _ __,_ ___ ~N~/=A=------ UNIT WEIGHT N/A DESIGN STRENGTH ____ 4~0~0~0=------ LOCATION OF PLACEMENT SLAB ON GRADE 3.5 & 6.9@ 0 LINE SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ____ C~."---S~C~H=M=I=D~T __ DATE RECEIVED IN LAB 04-22-97 -~~------'--------- LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 13 04-28-97 6 X 12 28.27 28 14 05-19-97 6 X 12 28.27 28 15 05-19-97 6 X 12 28.27 H 16 LABORATORY-DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM S~andard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 _ .. ·.· .. COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 96;ooo 3400 156, oo·o 5520 152,000 5380 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST. PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ____ K_O~L ..... L_C_O_N_S~T~R_U~C-'T~I_O~N~------------------ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 04-21-97 MIX DESCRIPTION N/A TICKET NUMBER _____ 6~1=8~1~8~6'----- MIX NUMBER _______ 5~1 ..... 5~-----TIME IN MIXER -----'N--'-'"""/A=------ SLUMP ________ ___;3:..-....:3~/~4~'-'----ADMIXTURE N/A TYPE CEMENT _________ N-/A=------AIR CONTENT -~----'N~/A~---- UNIT WEIGHT N/A DESIGN STRENGTH ----'2~5~0~0-'------ LOCATION OF PLACEMENT ___ F=--OO~T=IN=G=Sc..........;H~@---=2=----------------- SPECIAL TEST. INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMIDT DATE RECEIVED IN LAB FIELD LAB IDENTITY NO. 7 9 28 10 28 11 H 12 DATE TESTED 04-28-97 05-19-97 05-19-97 LABORATORY DATA REMARKS LABORATORY DATA DIMENS-IONS TEST AREA INCHES SQ. INCHES 6 X 12 28.27 6 X 12 28.27 6 X 12 28.27 DISTRIBUTION: OWNER ARCHITECT ENGINEER MAX LOAD POUNDS 74,000 95,000 94,000 All Sampling And Testing Conducted in Accordance With REVIEWED BY: --=F=:....L...:~~~w::.J,~-// G ft~~/97 DATE: ASTM Standard Designations 7 7 C31-91, C39-86, C78-84, C617-87, 842-90 04-22-97 COMPRESSIVE STRENGTH PSI 2620 3360 3320 -~ 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L=----'C~O=N=S~T=R~U~C~T=I~O~N.,_ _________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ------'N=E=L=S~O~N~&~S=L=O=A=N ___ _ MIX DESCRIPTION -----=N=/~A"'------ MIX NUMBER _______ 6~5~1=5:;._ ___ _ SLUMP _________ 4~'-' _____ _ TYPE CEMENT -------=I=I=------- UNIT WEIGHT -----~N-/~A~----- PLACEMENT DATE ___ -...;0~4~-~1~6~-~9~7 __ _ TICKET NUMBER _____ 6~1=7~0~3~3---__ _ TIME IN MIXER ----~3~3'---=M=I=N=----- ADMIXTURE ------~N~/~A-=------ AIR CONTENT ------N~/~A~---- DESIGN STRENGTH ---~2=5~0~0=------ LOCATI_ON OF PLACEMENT ___ F=-O ..... O ..... T=-=IN=G-=--G=RA=D=E~B=E=AM=S-----'H=---3 _____________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY ____ C~·~S~C~H=M=I=D~T_· __ DATE RECEIVED IN LAB -~0~4_-=1~8_-..... 9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 5 04-23-97 6 X 12 28.27 28 6 05-14-97 6 X 12 28.27 28 7 05-14-97 6 X 12 28.27 H 8 LABORATORY DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, ~·· ' REVIEWED BY: DATE: G lco/!37 I / C42-90 COMPRESSIVE MAX LOAD· STRENGTH POUNDS PSI 63,000 2230 98,000 3470 90,000 3180 WYMAN TESTING LABORATORIES REPORT OF COMPRE~SION TEST PROJECT KOLL TECH CTR/CARLSBAD ·_RESEA..-qCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTI°ON ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED ___ ----:K=O=L=L:;:;.........;C~O~N=S~T=R=U~C=T=I~O=N'-------------------- BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF LR] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 04-11-97 MIX DESCRIPTION N/A TICKET NUMBER 616236 MIX NUMBER 515 TIME IN MIXER 39 MIN SLUMP 3 3/4" ADMIXTURE N/A TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 2500 LOCATION OF PLACEMENT. FOOTING PIER LINE 6 ATC SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY ____ G_._T_A_RAN __ T_I_N_O_ DATE RECEIVED IN LAB -~0~4_-=1~4_-~9~7 __ FIELD LAB IDENTITY NO. 7 1 28 2 28 3 H 4 DATE TESTED 04-08-97 05-09-97 05-09-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 72,000 2550 6 X 12 28.27 99,000 3500 6 X 12 28.27 100,060 3540 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: ~7{97 C::42-90 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS __ 2=..:;..0~80-----=F=ARA==D=A=Y=--=-A=VE=N~U=E~,-:;C=AR=L=S=BA=D=..L..,_C=A=L=I=F~O=R=N=I=A-=-------- CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ------=N=E=L=S~O~N-'-"'&;_..;::S=L~O=AN=--- MIX DESCRIPTION ----=N=/~A-=------ MIX NUMBER ------~1=3~4=9 _____ _ SLUMP --------~4_1_/2~'-' ___ _ TYPE CEMENT II -------'~------ UNIT WEIGHT ------"N_/_A _____ _ PLACEMENT DATE 04-22-97 TICKET NUMBER _____ 6~1~8~4=2=9--__ _ TIME IN MIXER ----~N~/~A:.;;_ ___ _ ADMIXTURE N/A AIR CONTENT -----~N=/~A=----- DESIGN STRENGTH ____ 4~0~0~0--___ _ LOCATION OF PLACEMENT --=3~·=5_T=O-=-5;::;....a..;.9~------------------- SPECIAL TEST INSTRUCTIONS OR REMARKS' ------------------- REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMID'11 DATE RECEIVED IN LAB -~04~-~2=3~-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 49 04-29-97 6 X 12 28.27 " 28 50 05-20-97 6 X 12 28.27 28 51 05-20-97 6 X 12 28.27 H 52 LABORATORY DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With REVIEWED BY: DATE: ASTM Standard Designations 6 llbf}7 ~ 7 C31-91, C39-86, C78-84, C617-87, e42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 110,000 3890 148,500 5250 142,000 5020 ~~-. 17150 Via Del Campo Suite 307 E San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR ________ K=O=L=L=-C~O=N=S~T=R=U~C=T=I~b=N'-------------------- ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N/A PLAN FILE NO. N/A . SAMPLE DATA REPORT OF @ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 04-22-97 MIX DESCRIPTION N/A TICKET NUMBER _____ 6~1~8~3~7~9~--- MIX NUMBER 1349 TIME IN MIXER N/A SLUMP 4 3/4" ADMIXTURE N/A TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT SLAB 3.5 TO 5.9@ E.5 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMIDT -------~~--DATE RECEIVED IN LAB __ 04_-_2_3_-_9-7 __ FIELD LAB IDENTITY NO. 7 45 28 46 28 47 H 48 DATE TESTED 04-21-97 05-20-97 05-20-97 LABORATORY DATA REMARKS LABORATORY DATA DIMENSIONS TEST AREA INCHES SQ. INCHES 6 X 12 28.27 ' 6 X 12 28.27 6 X 12 20·. 21 DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing . l REVIEWED BY: Conducted in Accordance With DATE: ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 101,000 3570 134,000 4740 137,500 486.0 17150 Via Del Campo Suite 307 San Diego, CA 92127 , 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION N/~ PLAN FILE NO. SAMPLE DATA REPORT OF Lfil CONCRETE D MORTAR D GROUT D OTHER 97-082 N/A SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~4~-~2=2~-~9_7'---- MIX DESCRIPTION N/A TICKET NUMBER _____ 6~1~8~3~2~4'----- MIX NUMBER ------=1=3.aa:.4.:a..9_____ TIME IN MIXER ----~N~/A=----- SLUMP -----------=5---=3'-'-/-"4----"____ ADMIXTURE N /A TYPE CEMENT II AIR CONTENT -----~N=/~A=----- UNIT WEIGHT N/A DESIGN STRENGTH ____ 4~0~0~0-"------ LOCATION OF PLACEMENT --=S=LAB=_3=--=..;.5::.........;T=O:-::5~.~9:.-..,@=-=F------------------- SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMIDT DATE RECEIVED IN LAB 04-23-97 LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 41 04-29-97 6 X 12 28.27 " 28 42 05-20-97 6 X 12 28.27 28 43 05-20-97 6 X 12 28.27 H 44 LABORATORY DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, 842-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 90,000 3180 124,000 4390 127,000 4490 --:-., 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L=--=C=O=N=S=TR=U=C=T=I=O=N.:,_ ________________ _ BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [RJ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ______ N=E=L=S~O=N-=&~S=L=O=AN=---- MIX DESCRIPTION ------=N~/~A:;._ ___ _ MIX NUMBER ------~1=3~4~9 ____ _ SLUMP ---------=-5--=l~/4~'-' __ _ TYPE CEMENT -------=I=I'-------- UNIT WEIGHT _____ --.::,;N'-1-/=A'------ PLACEMENT DATE ------=0--=4_-=2=-2----"9::;_7,__ __ TICKET NUMBER ----~6~1=8=-2~74-=------ TIME IN MIXER -----=N'-1-/=A'----- ADMIXTURE ------=N'-1-/=A'------ AIR CONTENT -----~N~/-=A=------ DESIGN STRENGTH ---~4~0~0~0 ___ _ LOCATION OF PLACEMENT ---=SLAB=::.......:G=--->@=---=3:...;•-=5-=-T=O--=-5=. 9::;__ _____________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ___ _____;C~.---""S~C=HM=I=D=T:a..-___,. DATE RECEIVED IN LAB -~0~4-~2=3~-~9~7 __ FIELD LAB IDENTITY NO. 7 37 28 38 28 39 H 40 DATE TESTED 04-29-97 05-20-97 05-20-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 90,000 3180 ' 6 X 12 28.27 126,000 4460 6 X 12 28.27 120,000 4240 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, ,, , •'; REVIEWED BY: DATE: 6/16 /97 I I C42-90 \NYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTI'ON ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ------"K=O=L=L:....-=C=O=N=ST=R=U~C=T=I~O=N=------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [E_] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -----=N=E=L=S~O=N_&=--aS=L=O=AN=---PLACEMENT DATE -----=0~4_-=2=2-~9~7,__ __ MIX DESCRIPTION ------"N~/=A=-------TICKET NUMBER ----~6~1=8=2=54~--- MIX NUMBER ------~1_3_4_9 _____ TIME IN MIXER ----~N_,_/~A ____ _ SLUMP _________ 5;;_" _____ ADMIXTURE ------=N_,_/=A'------ TYPE CEMENT II AIR CONTENT -----~N~/=A,.._ ___ _ UNIT WEIGHT N/A DESIGN STRENGTH ---~4~0~0~0 ___ _ LOCATION OF PLACEMENT __ S=L=A=B.........;3~·~5'---"'T~O--=5~.~9-=-@~H~-~4;;_ ____________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY -----=C~·-=-S=CH=M=I=D~~~-__ DATE RECEIVED IN LAB -~0~4-~2=3~-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 33 04-29-97 6 X 28 34 05-20-97 6 X 28 35 05-20-97 6 X H 36 LABORATORY DATA REMARKS DISTRIBUTION: OWNER All. Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, 12 28.27 12 28.27 12 28.27 REVIEWED BY: DATE: I C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 105,000 3710 136,000 4810 134,000 4740 SUPPLIER 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF l_fil CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 04-21-97 MIX DESCRIPTION . N/A MIX NUMBER ------~5~1=5 ____ _ SLUMP ---------"3~'-' ____ _ TYPE CEMENT -------=I=I'------ UNIT WEIGHT -----~N~L~A=----- TICKET NUMBER _____ 6~1~8~1=1~5 _____ _ TIME IN MIXER ----~3~0'---M=I=N-'----- ADMIXTURE ------~N-/~A-=------- AIR CONTENT _ _._ ___ ~N~/~A-=------- DESIGN STRENGTH ---~2=5~0~0=------ LOCATION OF PLACEMENT ___ T=IE=--=B=E=AM=-------------------- SPECIAL TEST °INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY A. -COOLEY· DATE RECEIVED IN LAB -~04_-_2-2~-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 29 04-28-97 6 X 12 ' 28 30 05-19-97 6 X 12 28 31 05-19-97 6 X 12 H 32 LABORATORY DATA REMARKS DISTRIBUTION: OWNER, -ARCHITECT, All Sampling And Testing Conducted in Accordance With ASTM ·standard Designations DATE: C31-91, C39-86, C78-84, C617-87, C42-90 :--· ~-, •': 28.27 28.27 28.27 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 75,000 2650 87,500 3090 96,000 3400 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ---'---~K~O~L~L::,_:C~O=N~S~T~R~U~C~T=I=O~N _________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. NIA SAMPLE DATA REPORT OF [_R] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 04-21-97 MIX DESCRIPTION N/A TICKET NUMBER _____ 6~1=8~0~5~9 ___ _ MIX NUMBER ------~1=3~4~9 ____ _ SLUMP -----------"5~"------ TYPE CEMENT --------=I=I=------ TIME IN MIXER ----~3~5~M=I=N~--- ADMIXTURE ------~N~/~A--"------- AIR CONTENT -----~N=/~A=----- UNIT WEIGHT ______ N_/A~----DESIGN STRENGTH ____ 4_0_0_0 ___ _ LOCATION OF PLACEMENT SOG 3.5 & 6.9@ I LINE SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ------=A=-=--·-C=O=O=L=E=Y=-·--DATE RECEIVED IN LAB __ 04_-_2_2_-_9_7 __ FIELD LAB IDENTITY NO. 7 25 28 26 28 27 H 28 DATE · TESTED 04-28-97 05-19-97 05-19-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 105,000 3710 " 6 X 12 28.27 129,000 4560 6 X 12 28.27 123,000 4350 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampli~g And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 . ' ,,, ' ··: WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS __ 2=0~8~0""----F=ARA==D=A=Y~A=VE~N=U=E~,'----C=A=R=L=S=BA=D'--'-,_C~A=L=I=F~O=R=N=I=A'---_____ _ CONTRACTOR KOLL CONSTRUCTION --------"~=-~==-----~=--"--'--------------------- ARCHITECT/ENGINEER _W~AR~E_& ___ MAL~_C_O=MB=-+--/K~O~S~H=I~-~L~O_-~T_O~R~R=E_S ___________ _ TO BE BILLED --------=K=O=L=L=---==C=O=N=ST=R=U=C=T~I~O=N,:.._ ________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [_fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ------=-N=E=L=S=O=N----""-&~S=L=O=A=N"--__ MIX DESCRIPTION -----=-N~/=A'------ PLACEMENT DATE ----"0~4_-=2=1-~9~7"--- TICKET NUMBER ----=6=1~8~00~0ca.-__ _ MIX NUMBER ------~1=3=4~9 ____ _ TIME IN MIXER _____ N_/A ____ _ SLUMP 511 ADMIXTURE N/A TYPE CEMENT, II AIR CONTENT _ __..__ ___ ...:a.N;.;.../-=A:;....._ ___ _ UNIT WEIGHT N/A DESIGN STRENGTH ------=4;..;;0....a.0=0 ___ _ LOCATION OF PLACEMENT SLAB ON GRADE 3.5 & 6.9@ J LINE SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ___ ___,;;;C;..;;•--=S~CH=M=I=D~T"'--_ DATE RECEIVED IN LAB __ 04_-_2_2_-_9~7 __ FIELD LAB IDENTITY NO. 7 21 28 22 28 23 H 24 DATE TESTED 04-28-97 05-19-97 05-19-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 90,000 3180 6 X 12 28.27 123,500 4370 6 X 12 28.27 120,000 4240 - ------------------------DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM.Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, ~42-90 ..... . , ··: ,., ...... ;, . . .... , . 17150 Via Del Campo Suite 307 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED --...···· __ --"'K=O=L=L---=C~ON=S=-T=R""-U=--'C::..;;T;..a:I::..;;O=N'------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF !Ki CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -------'-N=E=L=S~O=N_.=&~S~L=-O=AN=---- MIX DESCRIPTION -----"-N-/=A'------ PLACEMENT DATE 04-21-97 TICKET NUMBER ----~6~1_7~96_8 ___ _ MIX NUMBER ------~1=3~4~9 ____ _ TIME IN MIXER _____ N_,_/_A ____ _ SLUMP ________ ._4=-~1=/~4~'-' __ _ ADMIXTURE ------=N_,_/_A ____ _ TYPE CEMENT -------=I=I _______ _ AIR CONTENT -~---=N_,_/~A ____ _ UNIT WEIGHT _________ N'-1-/=A ______ _ DESIGN STRENGTH ---~4~0~0~0-__ _ LOCATION OF PLACEMENT. SLAB ON GRADE 3.5 & 6.9@ M LINE SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY -------"C~.--'--S""""CH=M=I=D"""'T"--~ DATE RECEIVED IN LAB -~0=4-~2=-2=--~9~7----- FIELD LAB IDENTITY NO. 7 17 28 18 28 19 H 20 DATE TESTED 04-28-97 05-19-97 05-19-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 86,500 3060 ' 6 X 12 28.27 141,500 5000 6 X 12 28.27 147,000 5200 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER .ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, , .. ' .•. REVIEWED BY: DATE: 7 C42-90 SUPPLIE-R •. ·' ". WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED _______ K~O=L=L'--"-C~O=N~ST=R=U~C~T=I=O=N"'------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE D MORTAR D GROUT D OTHE~ SUPPLIER NELSON & SLOAN PLACEMENT DATE ___ ____..=;0~4_-=2=1--9~7-=----- MIX DESCRIPTION ~/A TICKET NUMBER ----~6=1~7~95=1==---- MIX NUMBER ------~1=3~4~9 ____ _ TIME IN MIXER ----~N_/_A ____ _ SLUMP _________ 4_" _____ _ ADMIXTURE ------=N~/A=----- TYPE CEMENT II AIR CONTENT _ __,_ ___ =N._,_/=A'---___ _ UNIT WEIGHT N/A DESIGN STRENGTH ---~4~0~0~0 ___ _ LOCATION OF PLACEMENT-SLAB ON GRADE 3.5 & 6.9@ 0 LINE SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH'( f 'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ----"'C~.---'--SC=H=M=I=D~T.___ DATE RECEIVED IN LAB -~04~-~2=2~-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 13 04-28-97 6 X 12 28.27 ' 28 14 05-19-97 6 X 12 28.27 28 15 05-19-97 6 X 12 28.27 H 16 LABORATORY. DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM S~andard Designations REVIEWED BY: DATE: r, C31-91, C39-86, C78-84, C617-87, C42-90 l ' ,· '·.-.. COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 96,000 156,000 152,000 3400 5520 5380 SUPPLIER : ;~ .. :~ ~ .1 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR -----=K=O=L=L=---=C=O=N=S=TR=U=C=T=I=O=N-=------------------- ARCHITECT/ENGINEER _W=AR=E==----=&;;.....:..MA=L=C=O=MB=,...,/K=O=S=H=I~-~L=O~-~T=O=R=R=E=S ___________ _ TO BE BILLED ------"'K=O=L=L----"-C~O=N~ST=R=U~C~T~I~O=N'------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE -----=-0~4_-=2=1-~9~7 ___ _ MIX DESCRIPTION N/A TICKET NUMBER ----~6=1~8=18~6;;._ __ _ MIX NUMBER 515 TIME IN MIXER ----=N'-1-/=A ____ _ SLUMP _________ 3_3_/~4~'-' __ _ ADMIXTURE ------=N~/=A'------ TYPE CEMENT ______ N_/~A~·-----AIR CONTENT -~----N_/_A ____ _ UNIT WEIGHT -------=-N_/=A ____ _ DESIGN STRENGTH ____ 2_5_0_0 ___ _ LOCATION OF PLACEMENT --~F~O~O~T=I=N~G=S--=H-=-@_2=----------------- SPECIAL TEST· INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY ___ _;:;C~----SC=H=M=I=D~T=----DATE RECEIVED IN LAB -~04~-~2=2~-~9~7 __ FIELD LAB IDENTITY NO. 7 9 28 10 28 11 H 12 DATE TESTED 04-28-97 05-19-97 05-19-97 LABORATORY DATA REMARKS LABORATORY DATA DIMENS·IONS TEST AREA INCHES SQ. INCHES 6 X 12 28.27 6 X 12 28.27 6 X 12 28.27 . MAX LOAD POUNDS 74,000 95,000 94,000 COMPRESSIVE STRENGTH PSI 2620 3360 3320 ------------------------ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: -=r=~~::.+-J~W::.Jo~w DATE: G fls/97 C31-91, C39-86, C78-84, C617-87, 842-90 ,· WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED _-.a. _ __,K=O=L=L::.......;C=O=N=S=T=R=U~C=T=I=O=N=------------------- ~LD~. PERMIT NO. 962032 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [fil CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN MIX DESCRIPTION N/A MIX NUMBER ------~6~5=1~5 ____ _ SLUMP ----------=4_" _____ _ TYPE CEMENT --------=I=I=------ UNIT WEIGHT ______ N_/~A ____ _ PLACEMENT DATE 04-16-97 TICKET NUMBER _____ 6~1~7~0_3_3 ___ _ TIME IN MIXER _____ 3~3~M=I=N-'---- ADMIXTURE ------~N=/~A=----- AIR CONTENT -----~N~/A=----- DESIGN STRENGTH ____ 2_5_0_0 ____ _ LOCATION OF PLACEMENT FOOTING GRADE BEAMS H-3 ------"-~~~'-------=-~='--'--=---'-------------- SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY C. SCHMIDT· DATE RECEIVED IN LAB __ 04_-_1_8_-_9_7 __ FIELD LAB IDENTITY NO. 7 5 28 6 28 7 H 8 DATE TESTED 04-23-97 05-14-97 05-14-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 63,000 2230 ' 6 X 12 28.27 98,000 3470 6 X 12 28.27 90,000 3180 -------------------------DIST RIB UT ION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations -REVIEWED BY: DATE: 0 (lo/!37 I / C31-91, C39-86, C78-84, C617-87, C42-90 ... ' WYMAN TESTING LABORATORIES REPORT OF COMPRE~SION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/ CARLSBAD .. RESEA...1~.CH CTR PROJECT NO. 97-082 PROJECT ADDRESS ---=-2~0~8~0__,F~ARA==D=A=Y........c-A~VE-=-N~U=E~,----'-C=AR=L=SB=A=D~,_C ____ AL=I=F_O_R~N~I~A~------- CONTRACTOR ------'K=O~L=L=-C~O~N=S~T=R~U~C~T=I~O=N=--------------------- ARCHITECT/ENGINEER _W~AR=E=-&...........aMAL==C~O=MB=-,./..;;::.K~O~S~H=I---=L~O_-=T~O=R=R=E~S ___________ _ TO BE BILLED -----,----'K=O~L=L=-C~O~N=S~T=R~U~C=T=I~O=N _________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF (_fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ------=N=E=L=S..;;::.O=N--=-&__,S=L=O=AN~--PLACEMENT DATE 04-11-97 MIX DESCRIPTION -----=N~/=A=-------TICKET NUMBER ----~6~1=6~2=3~6a.._ __ _ MIX NUMBER ------~5=1~5_____ TIME IN MIXER ------=3:c..::9;;..__::M=I=N"------- SLUMP ________ 3 ______ 3_/ ____ 4 __ "____ ADMIXTURE N /A TYPE CEMENT II AIR CONTENT -----""""N'""'/--'A _______ _ UNIT WEIGHT N/A DESIGN STRENGTH _______ 2~5~0~0'----- LOCATION OF PLACEMENT ----=-FO~O~T=I=N=G'--"P~I=E=Rc.......=L=I=N=E"------'6~A=T~C ___________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 2500 PSI AT 28 DAYS SAMPLES MADE BY G. TARANTINO ----~~=----'-"--=---~-DATE RECEIVED IN LAB -~04~-----1~4~-~9 ____ 7 __ FIELD LAB IDENTITY NO. 7 1 28 2 28 3 H 4 DATE TESTED 04-08-97 05-09-97 05-09-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 72,000 2550 ' 6 X 12 28.27 99,000 3500 6 X 12 28.27 100,060 3540 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: 4/1/4 7/37 e42-90 Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NOT D OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 2lJ'~tfRf'~raday Avenue N(97-082 j FOR WEEK ENDING May 9 197 ~~~f O¥J8!cr~~~~er/Carlsbad Research Cnt BL[~?G .'.'._E1~1~'20. I PLAN FILE NO. i;.<?:f§1·,MAgI_rRffeGR~!if· ¥ibars ~CHITECT& M l mb are a co DESIGN STRENGTH I SOURCE OR MFGR. i<'GINJi{t os i-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) fGNJ'.<f L ~NTRAiTOR t , o ons rue ion A615, grade 60 rebars PONTR, 9:91NG ~PORTE!t w§t l aci ic oas ee ~yman Testing Laboratories CONCRETE INSPECTION 5-8-97 Inspected all reinforcing steel installed in wall panel numbers: 52,51,50,49,48,47,46,45,44,43,42,41,40 & 39. Rebars were inspected for size, grade, lap, length, and'location, clearance & numbers. Per panel (both Horizontal & vertical steel). Also ties and the spacings. The following was observed: Panels #52,51, 50,49,48,47, and 46 are missing 1 #5 bar under the ledger & strap. The bars used on top of pilasters in panels 50 and 49 are 4 #3's and plan calls for 4 #4 @ 1-1/2=O.C. contractor was informed. He is to obtain approval from the engineer. (Refer detail 1/SD-3) to All the existing #5 rebars under the ledger for all the panels inspected need to be properly aligned & Additionally observed that #4· @ 24" O.C. secured. the panels (#39 thru #43) dowels immediately above bottom of & 5/SD-2) are longer than existing dimensions (see details 4 to allow them to properly fit above #5 continuous rebar above the footings. NOTE: Plans detail does not call for (only the size & spacing are indicated). CLS 05-28-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. dimension on these dowels Hossein F. Sarkani SIGNATURE OF l<EGISTERED INSPECTOR DATE OF REPORT REGlstm NUMBER , Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE 0 H. S. BOLTING D NOT 0 OTHER INSPECTOR OF 0 REINFORCED MASONRY 0 SHOP WELDING 0 D/B ANCHORAGE 21:r~BD':P'iraday Avenue NC97-Q82 I FOR WEEK ENDING May 9 1~7 f~1~0 1rJ8~cr~~~ter/Carlsbad Research Cnt BL~i ~~~13~0. I PLAN FILE NO. ii.i':fg, MAg~~tfeGRt'?f · '&c·boncrete ~CHITECT& M l mb are a co ijE;lcrn ijREt:,<§''.t I souireE o~MF~ . ea y .1..x rGINR" os .1..-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) roNff:L caNTRAf.TOR t . o ons rue .1..on A615 grade 60 rebars PONTR, 'f.i'NG ~ PORTE't W§f l / L R ac.1.. .1..c oas ee • Hubbard 4,000 PSI concrete for s.o.G. ~tman Testing Laboratories CONCRETE INSPECTION 5-7-97 Bldg. 1 LOT 50 N.W./S.O.G: Inspected the rebars for size, grade, lap, location, and clearances between grid lines H to N and 1 to X3.6. This was done while placement of concrete continuously inspected 5-1/2" was for (plan change per contractor) S.O.G within above grid lines. A total of 370 cubic yards of concrete was deposited. 4 sets of 4 test cylinders were made with following slump tests: Set #1 at 50 cubic yards, slump=7". ·Set #2 at 160 cubic yards, slump=6-1/2" Set #3 at 250 cubic yards, slump=5-3/4". Set #4 at 160 cubic yards, slump= 6-1/2". According to specifications, slump was not to exceed 4 II f therefore, immediately, result of 1st slump & consecutive ones were to reported contractor---an additional set of 4 test cylinders were made for footing pad concrete {2,500 PSI mix design #515). Placed on grid points L.5/2, & L.5/1 with slump =5". Total 515 mixed poured was 60 cubic yards). ' CLS 05-28-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. L.5/1.5, Hossein F. Sarkani StGNATOl?E OF l?EGISTERED INSPECfOI? DATE OF l?EPORf REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OWNER OR PROJECT NAME CONSTR. MAT'L (TYPE, GRADE. ETC.) 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY NO. 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING BLDG. PERMIT NO. ARCHITECT SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR 0 FIREPROOFING D NOT 0 D/B ANCHORAGE FOR WEEK ENDING O 7 PLAN FILE NO. es . . oll nstruction 11-03-97 , CONTR. DOING REPORTED WORK Hubbard LAB Laboratories CONCRETE INSPECTION 0 SHOTCRETE 0 OTHER 19 7 NIC Inspected the reinforcing steel installation for slab on grade, #3 at 12" o.c.·; replacement slab. Inspected the placement and consolidation of 280 cubic yards of concrete, mix design# 649, replacement of slab on grade. One SET 1 2 set of * four test SLUMP 4 1/2" 4 1/2" cylinders TRUCK# 342 403 was taken: TICKET =IF 658630 658837 Concrete, w.a:s, supplied by Nelson-Sloan. To the bes·t of my knowledge work inspected is within approved plans and specifications. Time in: Time out; 6:30 am 3:30 pm Interim typed report for reference -· original handwritten daily on file. Signed co~y to be forwarded at a later date. PJD 11-13"'"97 Signed copy on file John Michael CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. SIGNATURE OF REGISIERED INSPECTOR DA TE OF REPORT REGISTER NUMBER Wyman Testing · Laboratories COVERING WORK PERFORMED WHICH 0 REINFORCED CONCRETE REQUIRED APPROVAL BY THE SPECIAL 0 PRE-STRESSED CONCRETE I.JJ-JE!'~C,TOR OF 0 REINFORCED MASONRY (619)·675-0270 - 0 FIELD WELDING 0 FIREPROOFING 0 SHOTCRETE 0 H. S. BOLTING D NDT 0 OTHER 0 SHOP WELDING 0 D/B ANCHORAGE i-,,,....:..-;. ...... D~ci ",-··.:.-·:::·· -rad'a-y Ave:nu·e N<g7-082 I FOR WEEK ENDING Oct. 31 fP K~~~~~c~ter/Carlsbad Research Cnt, BL§%£~tj~~-I PLAN FILE NO. CONSTR. MAT'L (TYPE, GRADE, ETC.) ~:\:!-1;\¥cT& Malcomb DESIGN STRENGTH I SOURCE OR MFGR. i{'l8Ml.Ef.-Lo-Torres DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR.) K~iff'L~ffiction CONTR. DOING REPORTED WORK W:Pnan Testing Laboratories .1:5.l:'VX:£ DOWEL IN:SPECTION 10-31-97 Observation and inspection of chemically anchored rebar dowels@ edge of slab on grade for edge doweling for existing to new concrete at two main areas. Using simpson SET High-strength epoxy ICBO report #ER 5279 batch #1805 1872 expiration date 9/99. And 2 hand or manual application guns. ~erified depth of boerings @ Verified cleanliness of boerings. Observed application placement of epoxy dowels. ' CLS 11-10-97 Signed copy on file. Rockland Dale CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. SIGNATO(~E OF l~EGISTERED INsPEcTol~ DAfE OF REPORT REGISTER NUMBER 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487 -0355 WYMAN TESTING LABORATORIES PROJECT KOLL TECH PROJECT ADDRESS REPORT OF COMPRESSION TEST CT~fr~LSBAD RESEARCH CTR PROJECT NO. ,7. -·---·---. ---~ae -F:A:RABA:¥ A:V..EN.UB., CARLSBAD, CALIFORNIA 97-082 CONTRACTOR ·----=K=O=L=L=-aaC~O=N=S~T=R=U~C=T=I~O=N ______________________ _ ARCHITECT/ENGINEER -~W=AR=E--=&~-MA=·=L=C~O=MB'-="'/-K=O~S=H=I~-~L=O~-~T~O=RR=E=S'--------------- TO BE BILLED ----=K=O=LL=-C=O=N=S=T=R=U~C=T=I=O=N.,__ _________________ _ BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF 00 CONCRETE D MORTAR o GROUT o OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 11-03-97 MIX DESCRIPTION 6 1/2 SK TICKET NUMBER _____ 6=5~8~8~3~7 ___ _ MIX NUMBER --------'6~4=9 _____ _ TIME IN MIXER 75 MIN SLUMP ---------~4_1-/~2~"----ADMIXTURE --------'WR==D=A=--6~4 ____ _ TYPE CEMENT ------~I=I _______ _ AIR CONTENT N/A UNIT WEIGHT _________ N ......... /A..;..._ ____ _ DESIGN STRENGTH 4000 LOCATION . OF PLACEMENT .· SLAB ON GRADE REPLACEMENT SPECIAL TE~T J;NSTRUCTIONS OR REMARKS-___________________ _ REQUIRED. STRENGTH ( f:' c )· ~--,~r0·0·0\ . .PSI· AT 28 DAYS SAMPLES MADE BY J. MICHAEL DATE RECEIVED IN LAB 11-04-97 LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 7 214 11-10-97 6 X 12 28.27 100,000 3540 28 215 12-01-97 6 X 12 28.27 127,000 4490 28 216 12-01-97 6 X 12 28.27 132,000 CA6.?-1)' H 217 LABORATORY DATA REMARKS DISTRIBUTION: OWNER, ARCHITECT, EN~INEER, CONTRACTOR, CITY, SUPPLIER All Sa11Jp.ling And Testing 'REVIEWED '' • "'. --• • • #' • ~ • Conducted in. Accordance With · -. . .. ... . ., .·. . -· · ' · DATE·: ASTM. Standard Designations C31-91, C39-86,· C78-84, C617~87, C42-90 BY: &,(7~, --------~~- /.2 -~-17 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487 -0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH w,;yARLSBAD RESEARCH CTR PROJECT NO. 97-082 <; -------PROJECT ADDRESS --·~2-Q.8-0-'=-=-=~FARA=·=·=-=0A=¥~A=V=-E=N=U=E=.L-,_C=AR=L=SB=A=D=-L-r-C=A=L=IF~O=RN==I=A'--------- CONTRACTOR ______ K=O=L=L ______ C~O=N=S~T=R=U~C~T=I~O=N __________________ _ ARCHITECT/ENGINEER. WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF @ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -----=N=E=L=S=ON=-=&_S=L=O=AN==----PLACEMENT DATE 11-03-97 MIX DESCRIPTION ____ 6"'-'1=-/2=----aS=K=---TICKET NUMBER --------=-6=5~8~6~3~0 ___ _ MIX NUMBER _______ 6~4~9"--------TIME IN MIXER -------=-7~0-=M=I=N'----- SLUMP 4 1/211 ADMIXTURE ______ __,_,WR=D=A:.-;6~4'---- TYPE CEMENT ________ I=I=-------AIR CONTENT --------=N~/=A,__ ___ _ UNIT WEIGHT --------'N~/A=------DESIGN STRENGTH -----=4~0~0~0'------ LOCATION OF PLACEMENT --=S=LA=B-=O=N-=G=RA=D=E-=R=E=P=LA=C=E=M=E=N=T ____________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) '-C'4~rr0Til PSI AT 28 DAYS SAMPLES MADE BY J. MICHAEL DATE RECEIVED IN LAB -=1=1_-~0~4_-~9~7 __ FIELD LAB IDENTITY NO. 7 210 28 211 28 212 H 213 DATE TESTED 11-10-97 12-01-97 12-01-97 LABORATORY DATA REMARKS LABORATORY DATA DIMENSIONS TEST AREA INCHES SQ. INCHES 6 X 12 28.27 6 X 12 28.27 6 X 12 28.27 MAX LOAD POUNDS 95,000 122,000 125,000 COMPRESSIVE STRENGTH PSI 3360 4310 c4-4:2:0, ------------------------- DISTRIBUTION: OWNE~. ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 • I " • i , r .-; : ! , . I j (~ I Hh/%5 fr 1 #R?d Hi:SW?MBS&t Mi84M ABPSdM0& 3 h2W:&i©b flcbi,Gi SWS1bt8 d &dl&iWiiMMlfnAAri4Q FIELD MEMO P.O. Box 26500-224 San Diego, California 92196 Phone(619)536-1000 Fox (619) 536-8311 loAY ½-$-C// PAGE I OF I PROJECT: C'ZC L6+ s-o CLIENT: t:t (\ \(e-u \ Es-tctk PROJECT NO.': 03 07(-Ql) 1-Qf MEMO BY: I{ el.AS kocu SUBJECT: i:,)(HA /4u. ~'('\\f\ · b x-cau~·<M 6 fase~vc.J,-(l'v\ s -IV\-\ N ,· cN c~ \ v ·w 1/\ r,,11 \-i' 1/\ (As. 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(A\,.(1/ <:;"A I< I c·V ~ r hv1'~-S"'V-ou(d ½e V€W(lt0- 1 ~ /l'v11w J-o <"U\l\n('...k_ \) / /) l U Ct' Vi GMt, I I ' -- ---·· ·- GEOTECHNICS INCORPORATED, BY: (SIGNATURE) engineering file: white copy job superintendent: yellow copy field file: pink copy ·- ·; . •\ ~- '(\ l··. --B" _.µ.-~·· ... ' ~ .' ... ,. P.O. Bol,2.6500-224 -~Ot;~~ics Incorporated ~ ......... :.:..:....,.;;;.i- San Dieg~,-C:Jil'~mia 92196 Phone (619) 536-1000 Fax (619)-536-8311 ::.. ,: ;::, ,: wt:t r: R e )ad g:4g tt\i R f£1d/$ WI t::S FIELD MEMO loATE 4-10-'I; PAGE OF -r ·· ..... ., PROJECT: C \'2.C LAT ~o CLIENT: \(aL.L. i2.01. tS"l'A'll> PROJECT NO.: 0'3<:J8 -·ca\ -o l MEMO BY: c~.i.1:. WAli<t!tt.,J . SUBJECT: f"m INOA'Tt~N t'/..CA.vA'tl<llJ OR-scv:vA'i\oiJS -"?e,-ll-lMt;T?:-""R C.ot..UM.., FooTlo..l(,<;. Lo;-50 0-Rl..SM!) K.€ !>€~Cl~ r.E,........,, r OJ "1t:>A-'l"I o N E"t.CA.JM1.otJ!> W~tF ci~.-,~ ~-~ T(\'1: "?~,j,.\~ C(.)IVM" foe.,,iJ..i!, A-,. 'Si-t_,w,J ' 01.J Im: i=",S:c. 01=-1=1cG °?1.A,..;5 \)A'TI=t) 4-,o A>Jt>. C.01.<r'2.0. :r's). -i;E f-...cAvAT\O"-l'S E'i...?o<.E C,Mt"AC"'rtt) t:"1Ll "".Y.l\t..S '?t...A.(£1:, bU1Z1,\G'.. l<ece-N'I -v~ (;, 2-~I ~. I\\ c "Foa'r1,Jcli:; AeE' Ar l..e-t:si ~,, 'Bc:t.:.",J A h::'!A cc J,...'\ 'S.u~ e,"1lf" ~~ G.c·oTcC\!,JIC AL 'i2t:~:r hrt, f<NtJOA~a....i "P1.11>Js. 7Ht Su~S~i'AcE ( o ,JI) \"t'\UIJS ,. At2.,. (o,_,~ I':> ic'AJ, W1"t11 -r;:,t"' G.to0i1:<'.\1-'.IICAl :::t:i-.Nt-5 ii a. 1\-ilCN A..n-, kt: C) "-.l "=-1 't> Ire "1:> ~ I TA-'t,Lf: -~,:)~ T\'tC ~(.~._;,~ \3,V\ C .bp.J(S , --r;,e· E1 .. CA-.Jlr.'nO,J'S. S~t, 'Be-~~ Mot~'T A--m ANY l..t.xr:;c ~ll Ot \:>c-eel.5 'SH,Ntl:> ~~ - \<.cM<NL"'t:> ~l(S<Z. To c;_'<.Q C7"(: ~LACCJ.lciSI. .. .. - .. , . • GEOTECHNICS INCORPORATED, BY: . (SIGNATURE) engineering file: white copy job superintendent: yellow copy field file: pink copy SOUTHERN CALIFORL~IA SOIL & T'ESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: Research Center, Lot 50 2080 Faraday, Carlsbad SCS&T FILE NO: PERMITNO: ENGINEER: 9712176 962032 J.R.NO: PLAN FILENO: 1 (Pg 1 of 1) GENERALCONTRACTOR: Koll Construction suBcoNTRACTOR: LR. Hubbard Construction 5/3/97 G. Ledbetter 625 DISTRIBUTION: REINFORCED CONCRETE Reinforcing Steel: ASTM A615 Concrete: Nelson & Sloan, Mix #1349 Time Arrived: 0700 Time Departed: 1400 Inspected the placement of reinforcing steel. Observed the placement of concrete for the slab-on-grade, from Grid Line B & .75 to H, between 1 & 3.6, per S-2 & S-3 and Details per S-2. Fabricated four sets of four test cylinders. Slumps = 5 112·, 4 3/4", 5 112· and 4 3/4". All work inspected and observed on this date was, to the best of my knowledge, per the plans and the workmanship provisions of the U.B.C. .(4) LR. Hubbard Construction ( 1 ) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS \20R0 .FARADAY :AVENUEl, CARLSBAD, CALIFORNIA 97-082 CONTRACTOR KOLL CONSTRUCTION ,.. ... ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L ______ C~O=N~ST=R~U~C~T~I~O=N'------------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 00 CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ------=-0-=5_-=-3-"-0----'9"-7~-- MIX DESCRIPTION ------"'5~-~5~3-=S=K __ _ MIX NUMBER -------=5=5=2 ____ _ SLUMP _______ ......,...._4-=-a..:.2~'-' ___ _ TYPE CEMENT ------=I=I _______ _ UNIT WEIGHT ------=N~/=A ______ _ TICKET NUMBER ----~6=2=-49~9"-3"'---- TIME IN MIXER ----~1~4~0---'M=I=N"'---- ADMIXTURE ---------=N~/=A---___ _ AIR CONTENT ------=N~/=A'------ DESIGN STRENGTH ---~3~0~0~0 ___ _ LOCATION OF PLACEMENT,_C=-O=L=---O=N.:......::::B=L=D-=G-=L=IN=E=---1=---------------- SPECIAL TEST INSTRUCTtONS OR REMARKS ------------------ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ----=D~--=E=HL=E=N:.:.__~· __ DATE RECEIVED IN LAB --"-06~--0~2~-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 158 06-06-97 6 X 12 28.27 28 159 06-27-97 6 X 12 28.27 28 160 06-27-97 6 X 12 28.27 H 161 . . . LABORATORY DATA REMARKS DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: €42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 75,000 2650 112,000 3960 115,000 4070 SUPPLIER ~ ·-Lo,_, ' WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED --------K=O=L=L;;a......aC~O~N=S~T=R=U~C=T=I~O=N=------------------- BLDG. PERMIT NO. ----"-9~6=2~03=2aa-______ _ PLAN FILE NO. SAMPLE DATA REPORT OF [EJ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE MIX DESCRIPTION------~---- MIX NUMBER--------"--'--~----- 5.5 SK 552 6 II SLUMP _______ __,... _________ _ TYPE CEMENT II ------------=------- UNIT WEIGHT N/A ------------'-+-'------------ TICKET NUMBER TIME IN MIXER ADMIXTURE AIR CONTENT DESIGN STRENGTH LOCATION OF PLACEMENT,., TRASH ENCLOSURE PANELS AND PANEL 72 SP.ECIAL TEST INSTRUCTtONS OR REMARKS N/A 05-23-97 118512 62 MIN N/A N/A 3000 ------------------- REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ____ S=--=-·~F~L=O=R=E=S=--·--DATE RECEIVED IN LAB -~05~--2~7~-~9~7 __ FIELD LAB IDENTITY NO. 5 150 1· 151 28 152 28 153 H 154 DATE TESTED 05-28-97 05-30-97 06-20-97 06-20-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 75,000 2650 6 X 12 28.27 84,500 2990 6 X 12 28.27 106,000 3750 6 X 12 28.27 106,500 3770 ------------------------- All Sampling And]resting Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, e42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 _San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS __ 2~0~8~0:;.....a;F=ARA==D=A=Y~A=VE-=-==N=U=E~,'---"C=AR=L=S=BA==-D~,_C=AL=I=F~O=R=N=I=A'--------- CONTRACTOR KOLL CONSTRUCTrON ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L'---='C=ON=S=T=R=U=C=T~I~O=N=-------------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF @ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ----=0=5_-=2=3-~9~7.;...._ __ MIX DESCRIPTION ___ _::;5~·=5-=S=K ___ _ MIX NUMBER 552 ------~---------- SLUMP -------~--5 ___ 1-/~4~'-' ___ _ TYPE CEMENT -------=I=I _____ _ UNIT WEIGHT _________ N~/A=------ TICKET NUMBER _____ 1~1_84_9_9 ___ _ TIME IN MIXER ----~5~6~M=I=N~--- ADMIXTURE ------~W=R=D=A"----- AIR CONTENT -----=N-/=A'------ DESIGN STRENGTH ---~3~0~0_0 ___ _ LOCATION OF PLACEMENT~~PAN=E=L=-=6~3=--------------------- SPECIAL TEST INSTRUCTTONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY S. FLORES--------------=-=--=---DATE RECEIVED IN LAB -~05~-~2~7~-~9~7 __ I FIELD LAB IDENTITY NO. 5 145 7 146 28 147 28 148 H 149 DATE TESTED 05-28-97 05-30-97 06-20-97 06-20-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 79,000 2790 6 X 12 28.27 86,500 3060 6 X 12 28.27 107,000 3780 6 ·x 12 28.27 108,000 3820 LABORATORY .DATA REMARKS _______________________ _ ' DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All Sampling Anq Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: e42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION ----~~-~~------------------------------- BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF Lfil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ----=c0=5_-=2=1-~9~7,__ __ MIX DESCRIPTION N/A TICKET NUMBER ----~6=2=3=35~6=----- MIX NUMBER 6552 ------------~-----TIME IN MIXER -----..c.6~0_M~I_N ___ _ SLUMP ______________ 4_1=/~2~'-' __ _ ADMIXTURE ------=N~/=A ____ _ TYPE CEMENT _______ N_/=A ______ _ AIR CONTENT -----~N-/=A'------- UNIT WEIGHT N/A DESIGN STRENGTH ---~3~0~0~0 ___ _ LOCATION OF PLACEMENT~--~P~AN=E=L::.....=5=9 __________________ _ SPECIAL TEST INSTRUCTfONS OR REMARKS ------------------ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ______ D ___ • _____ W-=YMAN=-------DATE RECEIVED IN LAB -~05~-~2=2~-~9~7 __ FIELD LAB IDENTITY NO. 7 141 28 142 28 143 H 144 DATE TESTED 05-28-97 06-18-97 06-18-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 66,000 2330 6 X 12 28.27 97,000 3430 6 X 12 28.27 99,500 3520 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, e42-90 i ·; WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFO~NIA CONTRACTOR KOLL CONSTRUCTibN ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 97-082 TO BE BILLED KOLL CONSTRUCTION -------.......c-=~-~~-"-'--~ ........... ----------------- B L D G. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF IB_] CONCRETE D MORTAR D GROUT D OTHER NELSON & SLOAN SUPPLIER-----""'===-=-.;==.;.._--PLACEMENT DATE 05-21-97 MIX DESCRIPTION 1:7 /A ------------TICKET NUMBER 623277 MIX NUMBER 6552 ------'"""--------=-----TIME IN MIXER 45 MIN SLUMP-------"--.-----------6" ADMIXTURE N/A <, TYPE CEMENT -----.......-'-------,N/A AIR CONTENT N/A ( N/A UN IT WEIGHT-----~:..-='------DESIGN STRENGTH 3000 LOCATION OF PLACEMENT "'----P=AN=E=L=-...;6"'-__________________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS------------------- REQUIRED STRENGTH(f'c) 3000 PSI AT. 28 DAYS SAMPL~S MADE BY D. WYMAN · -----=------------=;.;.__--DATE RECEIVED IN LAB -~05~-~2=2~-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 137 05-28-97 6 X 12 28.27 28 138 06-18-97 6 X 12 28.27 28 139 06-18-97 6 X 12 28.27 H 140 LABORATORY DATA REMARKS -. DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 COMPRESSIVE MAX LOAD ST~ENGTH POUNDS PSI 70,500 2490 95,000 3360 94,000 3320 SUPPLIER WYMAN TESTING LABORATORIES . REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L=---=-C~O=N=S=TR=U~C~T=I~O=N __________________ _ BLDG. PERMIT NO. N /A : PLAN FILE NO. N/A SAMPLE DATA REPORT OF Lfil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ________ N=E=L=S~O=N _____ &_S~L=O~AN=----PLACEMENT DATE 05-19-97 MIX DESCRIPTION _______ N_/=A'-------TICKET NUMBER ----~6=2=3=14~0;;:;._ __ _ MIX NUMBER ------~6=5~5=2 ____ _ TIME IN MIXER ----=5~1_M~IN ___ _ SLUMP ----------"-5_3_/~4~'-' __ _ ,,. ADMIXTURE ------~N~/=A ____ _ TYPE CEMENT ------=I~/=I=I ____ _ AIR CONTENT -----=N~/A=----- UNIT WEIGHT N/A DESIGN STRENGTH ---~3~0~0~0 ___ _ LOCATION OF PLACEMENT., PANEL #11 (BLDG 1/LOT 50) SPECIAL TEST INSTRUCTrbNS OR REMARKS ------------------ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ---=-~H~·--=S=AR=KAN==I;;:;.__ DATE RECEIVED IN LAB -=05~-~2~0~-~9~7 __ FIELD LAB IDENTITY NO. 7 133 28 134 28 135 H 136 DATE TESTED 05-26-97 06-16-97 06-16-97 . . LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 86,000 3040 6 X 12 28.27 103,000 3640 6 X 12 28.27 104,000 3680 LABORATORY DATA REMARKS _______________________ _ .. DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39~86, C78-84, C617-87, 842-90 SUPPLIER WYMAN-TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS -~2=0~8~0a-..::;F=ARA==D=A=Y~A=VE-'-=N~U=E~,r-.;:C=AR=L=S=B=A=D~,_C=AL=I=F~O=R=N=I=A=--------- CONTRACTOR ----"'K=O=L=La-..::;C~O=N=S=T=R~UC~T=I=O=N....__ _________________ _ ARCHITECT/ENGINEER _W=AR=E=---=&:;;.....:.MAL==C~O=MB=-1-/=KO=S=H=I=-~L=O~-....:::T=O=R=R=E=S ___________ _ TO BE BILLED -----=K=O=L=L::......;;C=O=N=S=T=RU=C=T=I=O=N"------------------ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF Ii[] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-19-97 MIX DESCRIPTION N/A TICKET NUMBER ----~6~2_3~11~2 ___ _ MIX NUMBER ------~6~5~5~2-· ___ _ TIME IN MIXER ____ ....:::4..;;.8_M=IN=----- SLUMP 3 3 / 4" ADMIXTURE N /A f.. -------=-;...=-=------ TYPE CEMENT I/II AIR CONTENT -----~N~/=A=------ UNIT WEIGHT N /A DESIGN STRENGTH ___ ....:::3;...::0....:::0--"-0 ___ _ LOCATION OF PLACEMENT ~ PANEL :fl: 18 ( BLDG 1 /LOT 5 0) SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ------'Ha..a.•--=-S=AR=KAN==I=----DATE RECEIVED IN LAB -~05=-~2=0~-~9~7 __ FIELD LAB IDENTITY NO. 7 129 28 130 28 131 H 132 DATE TES-TED 05-26-97 06-16-97 06-16-97 LABORATORY.DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 94,000 3320 6 X 12 28.27 117,500 4160 6 X 12 28.27 120,500 4260 ------------------------ DIST RIB UT ION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY:: DATE: C31-91, C39-86, C78-84, C617-87, C42-90. SUPPLIER WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ___ _;K=O=L=L:....=C~O=N~ST=R~U~C~T=I~O=N.;._ ________________ _ BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [Kj CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ---~0~5_-=14~-~9~7'----- MIX DESCRIPTION 5.5 SK TICKET NUMBER ----~6=2=2~67~8 _____ _ MIX NUMBER ------~6=5=5=2 ____ _ SLUMP ---------.----=-4_" _____ _ TYPE CEMENT II UNIT WEIGHT NIA TIME IN MIXER ----~4~0~M=I=N'------ ADMIXTURE ------=N~/=A'------ AIR CONTENT -----~N~/=A'------ DESIGN STRENGTH ---~3~0~0~0 ___ _ LOCATION OF PLACEMENT~_P=AN=E=L__,;:3~1;::.._ ___________________ _ SPECIAL TEST INSTRUCTtONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ------=D'--.____,_.W-=YMA=N:;.;.__· __ DATE RECEIVED IN LAB -=05~-~1=6~-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 125 05-21-97 6 X 12 28.27 28 126 06-11-97 6 X 12 28.27 28 127 06-11-97 6 X 12 28.27 H 128 DISTRIBUT'ION: OWNER, ARCHITECT, ENGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 77,000 2720 102,000 3610 104,000 3680 ~ . ··' . ·' ~ . .. 17150 Via Del Campo ~~ Suite 307 ~ San Diego, CA 92127 ~ 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION N/A . SAMPLE DATA PLAN FILE NO. REPORT OF [ill CONCRETE D MORTAR D GROUT D OTHER 97-082 N/A SUPPLIER NELSON & SLOAN PLACEMENT DATE 05-14-97 MIX DESCRIPTION 5.5 SK TICKET NUMBER _____ 6~2=2~7~0~4=---- MIX NUMBER 6552 TIME IN MIXER ----~3=5~M=I=N"'---- ADMIXTURE WRDA 64 SLUMP t' 4 1/4" ,, TYPE CEMENT II AIR CONTENT -----~N~/~A ____ _ UNIT WEIGHT N/A DESIGN STRENGTH ____ 3~0~0_0 ____ _ LOCATION OF PLACEMENT .. PANEL 30 SPECIAL TEST INSTRUCT!ONS OR REMARKS ~EQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY D. WYMAN · DATE RECEIVED IN LAB -~0_5_-~1_6_-_9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. 7 121 28 122 28 123 H / 124 DATE TESTED 05-21-97 06-11-97 06-11-97 LABORATORY DATA REMARKS COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 66,500 2350 6 X 12 28.27 95,500 3380 6 X 12 28.27 92,000 3250 -------------------------DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 _.. ~ - 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----'K=O~L=L::.....:C=O=N=S=T=R=U=C~T=I=O=N,.._ ________________ _ BLDG. PERMIT NO. N/A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [Rj CONCRETE D MORTAR D GROUT D OTHER SUPPLIER _____ N-E-L_S_O~N __ &_S~L-O~A_N __ _ MIX DESCRIPTION ---~5~-~S ___ S~K ____ _ MIX NUMBER ------~6~5~5~2'-------- SLUMP ____________ 4_1-/~2~'-'----,.. TYPE CEMENT II UNIT WEIGHT N/A PLACEMENT DATE 05-14-97 TICKET NUMBER _____ 6~2=2~7~5_7 ___ _ TIME IN MIXER ----~5~5"------'M=I=N----__ _ ADMIXTURE ------~N~/~A~---- AIR CONTENT -----~N=/~A=------- DESIGN STRENGTH ---~3~0~0~0~---- LOCATION OF PLACEMENT~.-=-P=AN=EL=-2=5~--------------------- SPECIAL TEST INSTRUCTrONS OR REMARKS REQUIRED STRENGTH{f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY D. WYMAN · DATE RECEIVED IN LAB -~05~-~1~6_-~9~7 __ FIELD LAB IDENTITY NO. 7 117 28 118 28 119 H 120 DATE TESTED 05-21-97 06-11-97 06-11-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 74,000 2620 6 X 12 28.27 101,000 3570 6 X 12 28.27 103,500 3660 LABORATORY DATA REMARKS ________________________ _ -DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 CITY, SUPPLIER ... · .,. . " -~ -~ ' ' .,, .. ~~ 17150 Via Del Campo Suite 307 ·~ San Diego, CA 92127 ~ 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ------'K=O=L=L---'C~O~N=S~T=R~U~C=T=I=O=N'-------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF @ CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ____ __,N=E=L=S~O=N"--"&a.....:;:S=L~O=ANa=..--__ PLACEMENT DATE 05-03-97 MIX DESCRIPTION N/A MIX NUMBER ------~1=3~4=9 ____ _ TICKET NUMBER ----~N_/~A~---- TIME IN MIXER ----~N_/~A~---- ADMIXTURE N/A SLUMP ----------=5'--=1-/~2~"---- TYPE CEMENT -------'N~/~A=------AIR CONTENT -----"N=/~A=------ UNIT WEIGHT N/A DESIGN STRENGTH 4000 LOCATION OF PLACEMENT SOG FROM GRID LINE B &.75 TOH BTWN 1 & 3.6 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY FIELD LAB IDENTITY NO. 6 73 27 74 27 75 59 76 DISTRIBUTION: DATE TESTED 05-09-97 05-30-97 05-30-97 07-01-97 OWNER G. LEDBETTER DATE RECEIVED IN LAB -~05~--0~3~-~9~7 __ LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 57,500 2030 6 X 12 28.27 105,500 3730 6 X 12 28.27 107,000 3780 6 X 12 28.27 125,000 4420 REVIEWED BY: All Sampling And Testing Conducted in Accordance With ASTM Standard Designations DATE: T/ \ \ \ C31-91, C39-86, C78-84, C617-87, ·C42-90 ' WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST ~y 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS __ 2~0~8~0~· ~F~A=RA=--=D=A=Y_A=V~E=N~U~E~,.__C~AR"'-=L~S=B~A~D~,_C~A=L=I=F __ O~R=N~I=A _______ _ CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. N /A · PLAN FILE NO. N/A SAMPLE DATA REPORT OF [Kl CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0_5_-_0_3-_9_7 __ _ MIX DESCRIPTION N/A TICKET NUMBER ----~N~/A ____ _ MIX NUMBER ------~1~3~4~9 ____ _ TIME IN MIXER ----=N_/ __ A ____ _ SLUMP ------,-------5=-1=/~2~'-' __ _ ADMIXTURE ------=N~/=A'------ TYPE CEMENT --,-'-'-----'-----'N~/=A'--___ _ AIR CONTENT --~--~N~/=A'------ UNIT :WE~GHi:J;' ----,....__~-'---'·---"·~N .... /=A ..... · ____ _ DESIGN $TRENGTH 4000 -. ~ -l LOCATION OF PLACEMENT SOG FROM GRID LINE B &.75 TOH BTWN 1 & 3.6 . '"" -".. . -. . SPE'CIAL''TEST" INSTRUCTIONs·-oR REMARKS·. "! j ------------------ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY G. LEDBETTER DATE RECEIVED IN LAB __ 05~-_0 __ 3_-_9~7 __ FIELD LAB IDENTITY NO. 6 81 27 82 27 83 59 84 DATE TESTED 05-09-97 05-30-97 05-30-97 07-01-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 63,000 2230 6 X 12 28.27 108,000 3820 6 X 12 28.27 105,500 3730 6 X 12 28.27 115,000 4070 LABORATORY DATA REMARKS REPORT REVISED TO SHOW 59 DAY BREAK All Sampling And Testing -. --_ ---REVIEWED BY: ~ •' . . . conducted in Accordance With --DATE: ASTM Standard Designations 7/7/~7· ... l / . C31-91, C39-86; C78-84, C617-87, C42-90 I WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED -----=K=O=L=L=--=C=O=N=S=TR=U=C=T=I=O=N.,__ ________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF Lk] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN MIX DESCRIPTION N/A MIX NUMBER ------~1=3~4~9 ____ _ SLUMP ---------=-4_3=-;-/4~'-' __ _ TYPE CEMENT --------=N~/=A"------ UNIT WEIGHT --------=N~/=A"------ PLACEMENT DATE -----=-0=5_-~0~3-~9~7,__ __ TICKET NUMBER ----=N~/=A'------ TIME IN MIXER ----=N~/=A ____ _ ADMIXTURE ------=N~/=A'------ AIR CONTENT -----=N~/A=------ DESIGN STRENGTH ---~4~0~0~0 ___ _ LOCATION OF PLACEMENT SOG FROM GRID LINE B &.75 TOH BTWN 1 & 3.6 SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY G. LEDBETTER DATE RECEIVED IN LAB -~0~5-_0~3~-~9~7 __ FIELD LAB IDENTITY NO. 6 77 27 78 27 79 59 80 DATE TESTED 05-09-97 05-30-97 05-30-97 07-01-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 59,000 2090 6 X 12 28.27 109,500 3870 6 X 12 28.27 108,500 3840 6 X 12 28.27 123,000 4350 LABORATORY DATA REMARKS REPORT REVISED TO SHOW 59 DAY BREAK DISTRIBUTION: OWNER ARCHITECT ENGINEER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, ·C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ___ _,K~O=L~L:=.....:C~O~N~S~T=R~U~C~T=I=O~N,.._ ________________ _ BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF [EJ CONCRETE D MORTAR D GROUT D "OTHER SUPPLIER _____ N~E=L=S~O~N ........... & ______ S~L~O~A~N __ _ PLACEMENT DATE ____ 0~6~-~1=7~-~9~7'---- MIX DESCRIPTION ____ N_/~A _____ _ TICKET NUMBER ----~6~2~7~9~2=9'----- MIX NUMBER ------~1~3~4-9 ____ _ TIME IN MIXER _____ 8=2~M=I=N:.;.._ __ _ SLUMP ___________ 4_1-/4~'-' ___ _ ADMIXTURE ------~N=/~A-=----- TYPE CEMENT -------'N=/~A=-------AIR CONTENT ______ N~/~A ____ _ UNIT WEIGHT ---------=N~/~A=--· ____ _ DESIGN STRENGTH-___ -_4.;c--0..,..0~0 ____ _ LOCATION: OF. PLACEMENT POUR STRIP··0N LINE ·P -=-==__;_===-_.;::;.:;~=-=-=---=-----'--------------- S, PE EEC-AL,-, TES. T ~ INSTRUCT3:©N-S-·OR:~REMARK~ -_______ .:_-,_--_-·_-_-, _, _ .. _.-_. _· ·-· _-,-_--:----_-__ _ REQUIRED STRENGT!_i_( f 'c} ·400·0 · -PSI AT 28· DAYS- SAMPLES MADE BY _____ R=-=-·-C=AL=K=I=N=S=---DATE RECEIVED IN LAB 06-18-97 FIELD LAB IDENTITY NO. 7 166 28 167 28 168 H 169 DATE TESTED 06-24-97 07-15-97 07-15-97 LABORATORY. DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 90,500 3200 6 X 12 28.27 132,000 4670 6 X 12 28.27 131,000 4630 DISTR;J:BUTION:_, OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER A.'i'l-"sairtpling"' And Testing Conducted.in Accordance With ASTM Standard Designations REVIEWED BY: DATE: 7-2-1-9 Z C31-91, C39-86, C78-84, C617-87, C42-90 17150 Via Del Campo Suite 307 . San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ___ -aK=O=L=L=--.;::;C=O=N=S=TR=U~C~T=I~O=N.a.-________________ _ BLDG. PERMIT NO. 922032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF LR] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0_6_-~1_1-_9~7 __ _ MIX DESCRIPTION N/A TICKET NUMBER -----'-6=2_6~82=2-"------ MIX NUMBER ------~5=5=2 ____ _ TIME IN MIXER -----=-9-'-0-'M=I=N--'----- SLUMP ____________ 4_1~/4~'-' ___ _ ADMIXTURE ------=N~/=A----___ _ TYPE CEMENT ------=I=I _______ _ AIR CONTENT ------=-N~/=A----___ _ UNIT WEIGHT ------=-N~/=A ______ _ DESIGN STRENG~H-___ ~3~0~0-'-0 ___ _ LOCATION OF PLACEMENT PRE CAST PANEL FOR STAIRS AT LOADING DOCK SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY --------'T~·----C=AL=K=I=N=S----DATE RECEIVED IN LAB -~0~6-~1=2~-~9~7 __ FIELD LAB IDENTITY NO. 7 162 28 163 28 164 H 165 DATE TESTED 06-18-97 07-09-97 07-09-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 78,000 2760 6 X 12 28.27 111,000 3930 6 X 12 28.27 114,500 4050 ------------------------ DIST RIB UT ION: OWNER ARCHITECT ENGINEER All Sampling And Testing C'onducted in -Accordance With ASTM 9tandard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, ~42-90 . -· ·"· -{:-~ 17150 Via Del Campo Suite 307 ~ San Diego, CA 92127 ~ 1-800-487-0355 WYMAN-TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTI'ON ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. 962032 PLAN FII.E NO. N/A SAMPLE DATA REPO~T OF LR] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~7~--0~1~-~9~7=----- MIX DESCRIPTION 5.25 SK TICKET NUMBER ____ ._6~3~0~5~6~9'----- MIX NUMBER 522 TIME IN MIXER 66 MIN SLU:t1P 4" ADMIXTURE WRDA 64 ~Y~E CEME,N~ _ I I AIR CONTENT N/A - UNIT WEIGHT .N/A DESIGN STRENG~H: 3000 ""• • :· ~j • ; -· _1 , ~ : • l ~ ... } • : _ LOCATION.OF PLACEMENT PAVING SLAB AT LOADING DOCK SOUTH OF 7 LINE AT H SPECJ:AEli':PEST; INSTRUGTI'ONS ·GR.,..REMA:RKS-·· -•h-~--..-·0,--,.u ·---u-~·-.: --~---, ·-:;__:.: - REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY R. CALKINS ----~-=~---DATE RECEIVED IN LAB -~0~7_-~0=2_-~9~7 __ FIELD LAB IDENTITY NO. 7 194 28 195 28 196 H 197 . . DATE TESTED 07-08-97 07-29-97 07-29-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 63,000 2,230 6 X 12 28.27 104,500 3700 6 X 12 28.27 101,000 3570 n':i:STRIBUTION:. : ' ~ OWNER; ARCHITECT, ENGINEER, CONTRACTOR, C'ITY, SUPPLIER ASTM Stand~rd Designations DATE:· C31-91, C39-86, C78-84, C617-87, C42-90 _.I-.. ;;-. 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED _______ K~O~L=L"----C~O=N=S=TR=U-C~T=I~O=N"'------------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPO~T OF IB] CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 07-01-97 MIX DESCRIPTION 5.25 SK TICKET NUMBER 630508 MIX NUMBER 522 TIME IN MIXER 52 MIN SLUMP 4" ADMIXTURE WRDA 64 TYPE CEMENT N/A AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH: 3000 LOCATION OF PLACEMENT PAVING SLAB SOUTH OF LOADING DOCK AT LINE J SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ___ _.;.R~·~C=A=LK=I=N=S:;..__ DATE RECEIVED IN LAB __ 0_7-_0_2_-_9_7 __ FIELD LAB IDENTITY NO. 7 190 28 191 28 192 H 193 DATE TESTED 07-08-97 07-29-97 07-29-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 71,500 2-S30 6 X 12 28.27 101,000 357·0 6 X 12 28.27 104,500 3700 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER, ,?ffiCHITECT, ENGINEER, CONTRACTOR';··crTY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations DATE: C31-91, C39-86, C78-84, C617-87, C42-90 7-3,c-'l7 #-' ••• 17150 Via Del Campo ~~ Suite 307 ~ San Diego, CA 92127 ~ 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ___ __,K~O~L~L::_:C~O~N~S~T~R~U~C~T~I~O~N!,__ ________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPO~T OF Lfil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~7~--0~1~-~9~7=---- MIX DESCRIPTION -------'2=-'-'.2=5;..........cS=K _____ _ MIX NUMBER ------~5=2=2=------ SLUMP ________ .._.::3e......::1~/~2~"---- TYPE CEMENT -------=N=/~A=·----- UNIT WEIGHT -------=N=/~A=------ TICKET NUMBER ----~6=3=--0=-4=3~1=---- TIME IN MIXER _____ 7~4-"--'M=I=N'-'----- ADMIXTURE -------'W=R=D=A=-6~4"----- AIR CONTENT _____ _;N=,...:/A=----- DESIGN STRENGTH-----'3=--0=-0=-0::;....__..;__ __ LOCATION OF PLACEMENT . POUR SLAB SOUTH OF LOADING DOCK AT LINE M SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ____ R=-=-·-C=AL=K=I=N=S::;.__ DATE RECEIVED IN LAB -~0~7-_0~2~-~9~7 __ FIELD LAB IDENTITY NO. 7 186 28 187 28 188 H 189 DATE TESTED 07-08-97 07-29-97 07-29-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 79,500 2810 6 X 12 28.27 120,000 4240 6 X 12 28.27 120,500 4260 DISTRIBUTION: OWNER, ARCHITECT, E~~INEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF Ll{J CONCRETE LJ MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE 06-30-97 MIX DESCRIPTION N/A TICKET NUMBER _____ 6_3~0_2~9_7 ___ _ MIX NUMBER _______ 6~5~2=2=-----TIME IN MIXER _____ 5_8_M_I~N ___ _ SLUMP ________ ___;;3;;........::1~/~4~"----ADMIXTURE N/A TYPE CEMENT --------=N~/~A=------AIR CONTENT ______ N_/~A ____ _ UNIT WEIGHT _____ -N_/~A-'-------DESIGN STRENGTH ____ 3_0~0_0 ____ _ LOCATION OF PLACEMENT POURING SLAB AT LOADING DOCKS AT GRID B.5 S OF 7 LINE SPECIAL TEST INSTRUCTIONS OR REMARKS __________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY R. CALKINS DATE RECEIVED IN LAB -~0~7_-~0=2_-~9~7 __ FIELD LAB IDENTITY NO. 7 182 28 183 28 184 H 185 DATE TESTED 07-07-97 07-28-97 07-28-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI / 6 X 12 28.27 81,000 2860 6 X 12 28.27 125,500 4440 6 X 12 28.27 124,000 439·0 LABORATORY DATA REMARKS ________________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER. All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, ·C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo ~~ Suite 307 ~ San Diego, CA 92127 ~ 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 :FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WA..~E & MALCOMB/KOSHI-LO-TORRES TO BE BILLED _______ K=O=L=L=-----C~O=N=S=TR=U~C~T=I=O=N~----------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF Lill CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0_6_-_3_0_-9_7 __ _ MIX DESCRIPTION N/A TICKET NUMBER ----~6~3~0=2~4=1 __ _ MIX NUMBER 6522 TIME IN MIXER -----=4-=1-=M=IN=----- SLUMP ---------=-3_" _____ _ ADMIXTURE _______ N_/_A ____ _ TYPE CEMENT ------=-N~/=A'------AIR CONTENT ______ N_/_A ____ _ UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT POURING SLAB SOUTH OF LOADING DOCK LINE 7 AT LINE C SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY R. CALKINS -------~-"---'------DATE RECEIVED IN LAB __ 0_7-_0_2_-~9~7 __ FIELD LAB IDENTITY NO. 7 178 28 179 28 180 H 181 DATE TESTED 07-07-97 07-28-97 07-28-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 . 86,000 31040 6 X 12 28.27 114,500 4050 6 X 12 28.27 117,500 4160 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87,.C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS __ 2=-.a..0~8~0-'F=ARA==D=A=Y:a.......:;.A~VE-=N~U=E~,_,;;;C=AR=L=S=BA=D=---,_C=A=L=I=F~O=R=N=I=A.;:._ ______ _ CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED BLDG. PERMIT NO. KOLL CONSTRUCTION 962032 SAMPLE DATA PLAN FILE NO. REPO~T OF [iij CONCRETE D MORTAR D GROUT [] OTHER N/A SUPPLIER ________ N=E=L=S~O=N ......... &----'-S=L~O=AN=---PLACEMENT DATE ------'0~6~-~3~0~-~9~7 __ _ MIX DESCRIPTION ___ _,;N-/~A=------TICKET NUMBER _____ 6~3~0~1~7~2~--- MIX NUMBER _______ 6~5~2=2'-------TIME IN MIXER -----'N~/A=------ SLUMP -----------"'-3_" _____ _ ADMIXTURE ________ N"'"'/ __ A~---- TYPE CEMENT N /A AIR CONTENT ------'N-/~A=----- UNIT WEIGHT N/A DESIGN.BTRENG~H ____ 3~0_0_0 ____ _ LOCATION OF PLACEMENT POURING SLAB AT LOADING DOCK AT LINE F SPECIAL TEST INSTRUCTIONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI A~!.' 28 DAYS SAMPLES MADE BY R. CALKINS DATE RECEIVED IN LAB -~0~7_-~0=2_-~9~7 __ FIELD LAB IDENTITY NO. 7 174 28 175 28 176 H 177 DATE TESTED 07-07-97 07-28-97 07-28-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 81, 5-00 2880 6 X 12 28.27 110,000 3'890 6 X 12 28.27 111,500 3940 DISTRIBUTION: OWNER, ARCHITECT, ENG,INEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: 7-3 0 ~ 97 C31-91, C39-86, C78-84, C617-87, C42-90 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. 972032 PLAN FILE NO. --~N=;_;/A=----- SAMPLE DATA REPORT ! OF [fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ------=N=E=L=S~O=N:.:..-::&::..-=S=L=O=AN=---PLACEMENT DATE 06-25-97 MIX DESCRIPTION ___ --'N-/~A _____ _ TICKET NUMBER _____ 6~2=9~3~7~3~--- MIX NUMBER ------~1=3~4~9 ____ _ TIME IN MIXER _____ 8~1=----=M=I=N"'---- SLUMP ---------=-4_1=/~2~'-' ___ _ ADMIXTURE ------~N~/~A;a_ ___ _ TYPE CEMENT _____ __,I=I=------AIR CONTENT -----~N~/~A-"------ UNIT WEIGHT -------"N=/~A~-----DESIGN STRENGTH-4000 ----=-~----- LOCATION OF PLACEMENT : POUR STRIP AT PANEL 44 SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY R. CALKINS DATE RECEIVED IN LAB -~0~6_-=2~6_-~9~7 __ LABORATORY DATA FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA INCHES SQ. INCHES 7 170 07-02·-97 6 X 12 28.27 28 171 07-23-97 6 X 12 28.27 28 172 07-23-97 6 X 12 28.27 H 173 LABORATORY DATA REMARKS DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, All Sampling And Test~ng Conducted in Accordance With ASTM Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87, C42-90 COMPRESSIVE MAX LOAD STRENGTH POUNDS PSI 84,500 2990 125,000 4420 124,500 4400 __ , .... _ ... -· -4 • • • • ~ • ' • ..... ·:. . . . . . ~ .. · . . :.· .. •: .. ._,:. . ·.....;~•.: . WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2CfllO~~FARADAY' -AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED ___ __,;;K=O=L=L;;......;::;C=O=N=S=TR=U~C=T=I=O=N"------------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER -----=-N=E=L=S~O=N-=&~S=L=O=AN=----PLACEMENT DATE 07-17-97 MIX DESCRIPTION ______ N-/=Ac,_ ___ _ TICKET NUMBER 1102671 MIX NUMBER ------~1~3=4~9 ____ _ TIME IN MIXER 75 MIN SLUMP --'---------=-4_3=-/4~'-' ___ _ ADMIXTURE N/A TYPE CEMENT __________ N~/=A _______ _ AIR CONTENT N/A UN'IT WEIGHT ------=-N-+-/=A _____ _ DESIGN STRENGTH 4000 OF BLDG LOCATION OF PLACEMENT SOG FRONT LINE -----------' ........... ~-------==-----=--=-a~c.-------------- S PE CI AL' TEST INSTRUCTIONS OR REMARKS ------------------ ;REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY D. EHLEN. DATE RECEIVED IN LAB -~07~-~1=8~-~9~7 __ FIELD LAB IDENTITY NO. 7 202 28 203 20· 204 H 205 DATE TESTED 07-24-97 08-14-97 08-14-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 78,000 2760 6 X 12 28.27 113,500 4010 6 X 12 28.27 123,500 4370. LABORATORY DATA REMARKS---------------------------- DISTRIBUTION: . . OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling An.d Testing Conducted in Aqcordance With ASTM ·standard Designations REVIEWED BY: -ef)__ ~d'c DATE: f~, ~-~'> C31-91, C39-86, C78-84, C617-87, C42-90 17150 Via Del Campo ~~ Suite 307 ~ San Diego, CA 92127 ~ 1-800-487-0355 WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS '2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES 97-082 TO BE BILLED -----'K=O=L=L=--:C=O=N=S~T=R=U~C=T=I=O=N,__ ________________ _ BLDG. PERMIT NO. 962032 PLAN FILE NO. NIA SAMPLE DATA REPO~T OF [_fil CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ______ N=E=L=S~O=N-=-&.....,S=L=O=AN=.:... __ MIX DESCRIPTION ---~N~/~A=------ MIX NUMBER ------~1=3~4~9 ____ _ SLUMP -----------"3=---=3~/~4~"---- TYPE CEMENT II .-------==---~-- UNIT WEIGHT _____ ___.,,,N~/=A,__ ___ _ PLACEMENT DATE -----'0~7~-.....,1=0~-~9~7,__ __ TICKET NUMBER ----~6=3=2::..;0~5~0=---- TIME IN MIXER ----~8=2=----=M=I=N"----- ADMIXTURE ------~W=R=D=A.::.......::6~4=---- AIR CONTENT -----~N~/~A~---- DESIGN STRENGTH ____ 4=---00~0~---- :tbC:ATIOli-1O:ft :PLACEMENT · -POUR :-STRIP AT,;.LINE .. ·1 &··:B•1L·IN-E ·: · ·. r: 1 · · .,nr-,,.,, : ' SPECIAL TEST INSTRUCTIONS OR.REMARKS __________________ _ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ----=R~·-C=AL=K=I=N=S::;__ DATE RECEIVED IN LAB -~0~7_-~1~4_-=9~7 __ FIELD LAB IDENTITY NO. 7 198 28 199 28 200 H 201 DATE TESTED 07-17-97 08-07-97 08-07-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 104,500 3700 6 X 12 28.27 141,000 4990 6 X 12 28.27 143,500 5080 LABOR.ATORY:DATA REMARKS _______________________ _ - DISTRIBUTION: · __ O=-WN=E=R=,<--=·AR=C=H=I=T=E=CT=---, .....,E=N=G=I=N=E=E=R::.£:.___=:;C=O=NT=RA=C=T=O=R=,<---=C=I=T=Y'-L-;--=s-=U=-PP=-·L=-I=E=R=· _· _ ,. Ali°. Sampii_ng And_ Testing REVIEWED BY: Conducted in Accordance With DATE: ?-!2.-f7 ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, C42-90 •. ! . . . . ... Wyman Testing Laboratories (6.19) 675-0270 ---. COVERING WORK PERmRMED WHICH 0 REINFORCED CONCRETE o· FIELD WELDING · 0 FIREPROOFING 0 ·SHOT CRETE REQUIRED APPROVAL BY tHE SPECiAL 0 PRE-STRESSED-CONCRETE > D ws; BOLTING . 0 NDT ,: .. ; D OTHER·.: D 'RElNFORCE'D MASONRY .. · o: SHOP WELDING . 0 D/B ANCHORAGE ... .. ' INSPECTOR OF • •• 1- . ' .---. . . -~ . -. ; 2°6~BD~ii.raday· Avenue· N(97-082 I FOR.WEEK ENDING August 15 197 f<Wlj_Ef OTEROliCT~AM't ' / ' o ec en er Carlsbad Research Cnt BLDt PERMIT NO. 9 -2032 I PLAN FILE NO. 961-018.01 RONSt3:. M'i{t·<TYPEdtADE, ETft? ea y ix oncre e ~CHITECT& M l mb are a co ,>415lij'()STRENGTH I SOUR~ OR MIBfl ee e ow ~GINH" os i-Lo-Torres Alfi.~E Mt;'L cM1xg5'1~. R!;.-B~ GRAD-= & MF1:ft 1 , r. ein orcing ee ~NiRfl caNTRAf_TOR t , o ons rue ion Nelson and Sloan Ready Mix 'i?tR. 'rftl'b1:fEPOJTEe WORKt t . • u ar ons rue ion Concrete Mix Design #1349 'wyman Testing Laboratories CONCRETE INSPECTION 8-15-97 Inspected the reinforcing steel installation for slabs on grade. Slabs area remove and being replace detail, on sheet S-2. Call for 6_" thk slab with #3 rein,forcing steel @ 18 II o.c. e.w. at center of slab. Inspected reinforcing steel for size,-grade, lap, location, and clearances. Verified dimensions of excavated locations. Inspected -the. placement and con·solidation of 6 8. 5 cubic yards of concrete,<mix desig-n-#1349 '-in the. forlowing location. Patching of slab on grade remove and being replaced approx area are 13'xl6'+-, between line C and F.5 and between line 4 and 6.3 at 15 locations. One set of 4 test cylinders were taken at between line E and F and between line 5 and 6.3. Slump test results 4-1/2". Concrete was supplied by Nelson & Sloan, ticket #640417, truck #401. and specifications Work inspected is in accordance with the approved plans to the best of my knowledge. Time in: 6:30 pm Time out: 12:30 am Interim typed report for reference -original handwritten daily on file. Signed copy to be forwarded at a later date. JKM 08-19-97 Signed copy on file Steve Roach CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. SIGNA10RE: oF i~E:GISTERED INSPECToi~ DATE oF REPORT REGISTER NUMBER Wyman Testing Laboratories (619) 675-0270 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 FIELD WELDING 0 H. S. BOLTING 0 SHOP WELDING 0 FIREPROOFING D NDT 0 D/B ANCHORAGE 0 SHOTCRETE 0 OTHER JOB ADDRESS N0.97-082 FOR WEEK ENDING August 15 1997 BLDG. PERMIT NO. esearch en . 96-2032 ARCHITECT Ware & Malcomb SOURCE OR MFGR. ENGINEER Koshi-Lo-Torres DESCRIBE MAT"L (MIX DESIGN, RE-BAR GRADE & MFGR.) esive GENERAL CONTRACTOR Koll Construction CONTR. DOING REPORTED WORK L.R Hubbard PLAN FILE NO. LAB W man Testin Laboratories D/B ANCHORAGE INSPECTION 8-14-97 Observed the installation of ASTM A615, Gr. 60 reinforcing steel #3x2' in 6" deep holes with Simpson Strong Tie Set Adhesive for slab dowels in R & R slab repairs between grid lines C & G, 4 & 6.5, 16 sections of slab. Inspected holes for size, depth, and cleanliness and installation per ICBO report #5279. JKM 8-20-97 Signed copy on file. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS & SPECIFICATIONS, AND APPLICABLE SECTIONS. Ron Calkins SIGNATURE OF REGISTERED INSPEC1oR DATE OF REPORT l~EGIS1 ER NUMBER WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS · 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR -----'K=O=L=L=-C~O=N=S~T=R=U~C=T=I=O=N'-------------------- ARCHITECT/ENGINEER _W=AR=·=E=-&=-:::MAL==C~O=M=B~/~K=O=S~H=I~-=L=O_-=T=O=R=R=E=S ___________ _ TO BE BILLED ------'K=O=L=L;::_;C~O=N=S~T=R=U~C=T=I=O=N'-------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. N/A SAMPLE DATA REPORT OF I.Kl CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ____ 0~7~-~1~7~-~9~7:..--__ MIX DESCRIPTION N/A TICKET NUMBER ----~1=1~0~2~6~7~1=---- MIX NUMBER 1349 ------~------TIME IN MIXER ----~7~5'--'-'M~I=N ___ _ SLUMP --------~4_3_/~4~"----ADMIXTURE NIA TYPE CEMENT -----~I=I _____ _ AIR CONTENT -----~N~/~A ____ _ UNIT WEIGHT -----~N-/A"'"-------DESIGN STRENBTH _. ___ 4_0_0_0 ____ _ LOCA!ION OF PLACEME~r ___ S=O~G=-,,.:F~R=O=N=T=-=L=I~N=E=---:=O=F-=B=L=D~G'--------------- SPECIAL.TEST INSTRUCT!ONS OR REMARKS REQUIRED pTRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY ____ D=---·~E=H=L=E=N"-----DATE RECEIVED IN LAB -~0~7-~1=8~-~9~7 __ FIELD LAB IDENTITY NO. 7 202 28 203 28 204 H 205 DATE TESTED 07-24-97 08-14-97 08-14-97 LABORATORY DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 78,000 2760 6 X 12 28.27 113,500 4010 6 X 12 28.27 123,500 4370 ------------------------ DISTRIBUTION: OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, SUPPLIER All Sampling And Testing Conducted in Accordance With ASTM.Standard Designations REVIEWED BY: DATE: C31-91, C39-86, C78-84, C617-87,,C42-90 WYMAN TESTING LABORATORIES -REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. PROJECT ADDRESS \ 2013'0'-FARAD1fYAVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCT"ION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED KOLL CONSTRUCTION BLDG. PERMIT NO. CB962032 PLAN FILE NO. SAMPLE DATA REPORT OF [X] CONCRETE D MORTAR D GROUT D OTHER 97-082 961018 SUPPLIER NELSON & SLOAN PLACEMENT DATE -----'-0~8_-=1~5-~9~7'---- MIX DESCRIPTION 6.59 SK TICKET NUMBER _____ 6_4_04_1_7~--- MIX NUMBER 1349 TIME IN MIXER ----~7_5_M_I~N ___ _ SLUMP 4 1/2" ADMIXTURE -------'-'W=R=D=A'--"-6=4 __ _ TYPE .CEMENT II AIR CONTENT -------=N=/=A=------ UNIT WEIGHT N/A DESIGN STRENGTH ----=4~0~0~0 ___ _ LOCATION OF PLACEME.NT .. __ S;:;..O;::;..;G=.-;&"--=R=E=P-=L=A=C=E-=BT=-WN'-'-=--=L=,I=N=E~E'-----"'&'--=F--=-B=TWN=_· S;a;__&"'---6~.'"""'3'------ , ' ~. '" -•• -: -f SPECIAL TEST INSTRUCTIONS OR REMARKS _____________________ _ REQUIRED STRENGTH ( f 'c ) . -"'~'125 0-0l PSI-AT 28 DAYS SAMPLES MADE BY _______ S~.;_:;:R=O=A=C=H~·---DATE RECEIVED IN LAB -=0~8-~1=8~-~9-=7 __ FIELD LAB IDENTITY NO. 7 206 28 207 28 208 H 209 DATE TESTED. 08-22-97 09-12-97 09-12-97 LABORATORY. DATA REMARKS LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 80,000 . 2830 6 X 12 28.27 116,000 4100 6 X 12 28.27 117,500 r-·· --~ C--4-16-01 ------------------------ DIST RIB UT ION: OWNER, ARCHITECT, ENGINEER, CONTRACTOR, CITY, -SUPPLIER , ,. )=• •-~• -_ -... I ·: •-• - All ___ Samplin,g And Testing ···· --·-··REVIEWED BY: Conducted in Accordance With· ··DATE: <J:-tl-r 7 ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, ·c42-90 PY 17150 Via Del Campo Suite 307 San Diego, CA 92127 1-800-487-0355 PROJECT KOLL TECH PRO~ECT NO. 97-082 PROJECT ADDRESS~· 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR KOLL CONSTRUCTION ARCHITECT/ENGINEER WARE & MALCOMB/KOSHI-LO-TORRES TO BE BILLED --'"---"K~O=L=L---'"C~O=N=S=TR~U~C~T=I~O~N--------------------- BLDG. PERMIT NO. 962032 PLAN FILE NO. N/A SAMPLE DATA REPORT OF IKl CONCRETE D MORTAR D GROUT D OTHER SUPPLIER NELSON & SLOAN PLACEMENT DATE ___ ____,c.0 ____ 5_-_0"--9--'9 __ 7'--__ MIX DESCRIPTION 5.5 SK TICKET NUMBER -----=1 ____ 0 ____ 6 ____ 05~3 ______ _ MIX NUMBER __________ 6 ____ 5_5_2 ____ _ TIME IN MIXER -----=3~3_M"-'=IN ______ _ SLUMP _________ --,-_4 ___ 3-/~4~'-' __ _ ADMIXTURE ------~W=R=D=A=6~4 __ _ TYPE CEMENT. _____ -=I=I _____ _ AIR CONTENT ------=0c....::c•-=5_;:;4-=-% ___ _ UNIT WEIGHT -------=N~/=A'------DESIGN STRENGTH ----'3_0_0_0 ___ _ LOCATION OF PLACEMENT~--~P=AN=E=L=-....,,#-=4~0------------------,-- SPECIAL TEST INSTRUCTfONS OR REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ------=S~-~F=L=O=~=E=S'--DATE RECEIVED IN LAB -~05~-~1=2~--=9~7 __ FIELD LAB IDENTITY NO. 7 113 28 114 28 115 H 116 DATE TESTED 05-16-97 06-06-97 06-06-97 LABORATORY DATA COMPRESSIVE DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI 6 X 12 28.27 72,500 2560 6 X 12 28.27 104,500 3700 6 X 12 28.27 103,000 3640 LABORATORY DATA REMARKS _______________________ _ DISTRIBUTION: OWNER~-ARCHITECT, All Sampling And Testing " Conducted in Accordance With ASTM Standard Designations REVIEWED DATE: C31-91, C39-86, C78-84, C617-87, C42-90 ·····-·--.. · ......... ; .................. •.• .. : :· · . .f. ··'·. '-.. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT KOLL TECH CTR/CARLSBAD RESEARCH CTR PROJECT NO. 97-082 PROJECT ADDRESS 2080 FARADAY AVENUE, CARLSBAD, CALIFORNIA CONTRACTOR -----=K=O=L=L=-=C=O=N=S=T=RU=C=T=l=O=N~------------------ ARCHITECT/ENGINEER _W=AR=E~&;;......:.;MAL==C=O=MB~/K=O=S=H=I~-~L=O~-~T=O=R=R=E=S ___________ _ TO BE BILLED __ ...;._-=K=O=L=L;:_..,:;C=O=N=S=TR=U~C=T=I=O=N---------------------- BLDG. PERMIT NO. N /A PLAN FILE NO. ~ N/A SAMPLE DATA REPORT OF [_fil CONCRETE D MORTAR D . GROUT D OTHER SUPPLIER -----=-N=E=L=S~O=N _______ &~S=L=O=AN=--- MIX DESCRIPTION ----=N~/~A"----- MIX NUMBER ------~1=3=4~9 ____ _ SLUMP -----------=-4_" _____ _ TYPE CEMENT ------=I=I'------- UNIT WEIGHT ________ N~/=A ____ _ PLACEMENT DATE ______ 0 .... 4_--=2'"'""5_----9 ?"---- TICKET NUMBER ----~6-=1 ___ 9~05---2~--- TIME IN MIXER -----"-9~8---=---M=IN=------ ADMIXTURE ------=N~/=A=------ AIR CONTENT -----~N_/A ____ _ DESIGN STRENGTH ____ 4 ___ 0_0_0'------ LOCATION OF PLACEMENT .. __ S ___ O ___ G~B=ETWE=-==E=N--=A ____ &~B ____ . 7~5----'@_=·---3~L~I=N-E _________ _ SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------ REQUIRED STRENGTH(f'c) 4000 PSI AT 28 DAYS SAMPLES MADE BY -------"'A~--=C=OO=L=E=Y~·--DATE RECEIVED IN LAB -=04=-~2=9~-~9~7 __ LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. DATE TESTED DIMENSIONS TEST AREA MAX LOAD STRENGTH INCHES SQ. INCHES POUNDS PSI .7 53 05-02-97 6 X 12 28.27 87,500 3100 28 54 05-23-97 6 X 12 28.27 117,000 4140 28 55 05-23-97 6 X 12 28.27 121,500 4300 H 56 LABORATORY DATA REMARKS _______________________ _ All Sampling And Testing Conducted in Accordance With ASTM Standard Designations C31-91, C39-86, C78-84, C617-87, REVIEWED BY: DATE: C42-90 6 /17 /~7 I I 'A l '