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12060105 - SICONSTRUCTION TESTING SERVICES October 15, 2012 Apple Inc. Attn: Lance Kim & April Chan (email) Job No: J8581 Job Name: Permit #: October 6, 2012 Apple Tr02 TI 10000 Torre Ave Cupertino, CA 12060105 Summary Report #7 TESTING INSPECTION ENGINEERING FILE 1� 0 / I -?'- � z - Gary Stapleton reported to Jeremy with XL Construction at the jobsite. Reviewed welder qualification papers for David Boaz, ID #1262993. Observed welding in progress completed by 1 welder using FCAW process with E71T-8 NR 232 wire. Weldments observed consisted of single pass fillet welds joining angle to WF beam top flange and stiffener plates to WF beam for glass handrail support at column line D -E/6.5, 2nd floor. Welded 6" leg of support angles were trimmed approximately 5/8" because of existing field condition. To make up 1 1/4" of weld on both sides of angle, fillet weld size was increased from '/4 to 3/8" fillet weld and fill weld across heel of angle to beam footing. Pending engineer approval. Punch list cleared 10/6/12 per engineer sketches SK 2, 3, and 4 dated 9/27/12. Work observed was, to the best of Gary's knowledge, in conformance with approved plans, specifications and applicable standards of workmanship, except as noted. October 12, 2012 Kevin Meyers reported to Jeremy with XL Construction at the jobsite. Reviewed welder qualification papers for David Boaz, ID #1262993. Observed welding performed and completed by (1) welder previously reported using FCAW process with E71T-8, NR232 .072" diameter wire. Weldments observed consisted of single pass fillet welds joining angle to beam and plate to beam for guardrail supports along W27 girder, 2nd Floor along D-139/2 per detail D-4/2 (shop drawing A/E6). Note: This is a follow-up inspection to inspection performed by Gary Stapleton on 10/6/12. Work observed was, to the best of Kevin's knowledge, in conformance with approved plans, specifications and applicable standards of workmanship. 2118 Rheem Drive, Pleasanton, CA 94588 0 Phone (925) 462-5151 0 Fax (925) 462-5183 4770 Duckhorn Drive, Sacramento, CA 95834 . Phone (916) 419-4747 • Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 • Phone (415) 438-2357 • Fax (415) 334-4747 246 30t1' St., Suite 101, Oakland, CA 94601 Phone (510) 444-4747 0 Fax (510) 835-1825 CONSTRUCTION TESTING SERVICES TESTING INSPECTION ENGINEERING Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations. These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. �5 10/18/2012 Reviewed b Jonathan Felts Date Staff Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts-1.com) Administrative Contact: Yolanda Deras (yderas@cts-I.com) cc: Building Department — City of Cupertino Contractor — XL Construction (email) Architect — Reel Grobman (email) CTS PM — Aaren McBride (email) 2118 Rheem Drive, Pleasanton, CA 94588 • Phone (925) 462-5151 • Fax (925) 462-5183 4770 Duckhorn Drive, Sacramento, CA 95834 Phone (916) 419-4747 0 Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 • Phone (415) 438-2357 • Fax (415) 334-4747 246 30`x' St., Suite 101, Oakland, CA 94601 0 Phone (510) 444-4747 0 Fax (510) 835-1825 CONSTRUCTION TESTA G SERVICES www.cis-I.corn. Ple.==ton 925.462.:5151 Sacranenta 916 419.4747 Sari ncisco 415.334.4147 Slockfor, 200 50 7555 Sar; )vs-, 408—VS.6592 Las Vegus 702,2;7.;74 7 ' ck-�n d 510_444.47 47 Field Number: 4 Laboratory Compression Test Project Name: Apple TR02 TI Appl No: 12060105 Project No.: J8581 Sampled By: Robert Cortez Report Date: 10/09/2012 Client: Apple Inc. Date of Sampling: 09/26/2012 Lab Log No.: 72332 Information provided by Field -Technician Mix #: 330PG9Q1 Supplier: Central Contractor: XL Construction Set: 1 of 1 Truck #: 1126 1 Design Strength (psi): 2,500 @ 28 days Sample Material/Shape: Concrete Cylinders ITYpe of Structure: Ramp Location: Onsite Location for overall Sidewalk/ ramp pour: Location Sidewalk when sampled: Concrete Qualitv Actual Req'ment Mix Temperature (°F): 74 50-90 Actual Req'ment Actual Slump (in.): 4114 4 Unit Weight (pct]: N/A Req'ment N/A Air Temperature (°F): 68 >40 Air Content (%): N/A N/A Time Sampled: 9:55 am N/A Aggregate Size (in): 3/4 NIA Time Batched: 8:55 am N/A Time in Truck: 60 mins <90 Mins. Information supplied by Laboratory Technician Date Received: 09/27/2012 Technician that received: AP Test # Age of Dimensions (inch) XSection Ultimate Load Compressive Test (Days) F Date Technician Diameter Length Area (int) (lbs) Strength (psi) Type of Fracture A 7 10/03/12 TW 4.00 8.00 12.57 28,790 2,290 3 B 28 10/24/12 4.00 8.00 12.57 C 28 10/24/12 4.00 8.00 12.57 D H 28 Day Avg.: Reviewed by: Emily 8tronks -Staff Engineer 1 0/0 91201 2 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231 or C173, C470, C511, C617, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Fracture Key 1. Well -formed cones on both ends 13. Columnar vertical cracking through both ends 15. Side fractures at top or bottom 12. Well -formed cone on one end 14. Diagonal fracture with no cracking through ends 16. Similar to Type 5 but end of cylinder is pointed Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited. r CONSTRUCTION • TESTING /AdUAMW INSPECTION TESTING SERVICES • ENGINEERING Summary Report #10 November 12, 2012 Apple Inc. Attn: Lance Kim & April Chan (email) Job No: J8581 Job Name: Apple Tr02 TI 10000 Torre Ave Cupertino, CA Permit #: 12060105 1H-1u:�)INH NOV 26 2012 IU No field reports were made this week; however, we are enclosing laboratory test results. Limitations. These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. 1 6L, 21iiasn" la 11/16/2012 Reviewed by Jonathan Felts Date Staff Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts-1.com) Administrative Contact: Yolanda Deras (yderas@cts-Isom) cc: Building Department — City of Cupertino Contractor — XL Construction (email) Architect — Reel Grobman (email) CTS PM — Aaren McBride (email) 2118 Rheem Drive, Pleasanton, CA 94588 0 Phone (925) 462-5151 0 Fax (925) 462-5183 4770 Duckhorn Drive, Sacramento, CA 95834 a Phone (916) 419-4747 0 Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 • Phone (415) 438-2357 • Fax (415) 334-4747 246 30'h St., Suite 101, Oakland, CA 94601 0 Phone (510) 444-4747 0 Fax (510) 835-1825 5 C `RUCT ON TESTING SERVICES vtrww.cts-1.corn .EI=nfon 725.462-51 51 San ;�ranci5co 41.5.334.4747 fO.n cn a 408-9 65, 92 O dkkznd 5 i 0.21.44.4747 �,ocrar unto 9 i E.41?_4747 Sfoq,i;lon 2041,507.7555 Leis Vegus X02,267. 74;7 Field Number: 5 Laboratory Compression Test Project Name: Apple TR02 TI Appl No: 12060105 Project No.: J8581 Sampled By: Jason Alberts Report Date: 11/12/2012 Client: Apple Inc. Date of Sampling: 09/14/2012 Lab Log No.: 71809 Information provided by Field Technician Mix #: 3FFEG9O1 Su lier: Central Contractor: XL Set: 1 of 1 I Truck #: 1260 Design Strength -(psi): 3,000 Sam le Material/Shape: Concrete Cylinders Type of Structure: N/A Location: Onsite Location for overall A -H/1-8, 1st floor pour. Location C -D/3, D.5/4-5.5, E.25/7.1-7.5, 1stfloor when sampled: Concrete Quality Actual Mix Temperature (°F): 76 Req'ment 50-90 Actual Req'nnent Slump (in.): 3 4+/-1 Actual Unit Weight (pcf): N/A Req'ment N/A Air Temperature (°F): 61 >40 Air Content (%): N/A N/A Time Sampled: 10:30 am N/A A gregate Size (in): 1 N/A Time Batched: 9:36 am N/A Time in Truck: 54 mins <90 Mins. Information supplied by Laboratory Technician Date Received: Technician that received: Test # Age of Dimensions (inch) XSection Ultimate Load Compressive 1 Test (Days) Data Technician Diameter Length Area (W) (Ibs) Strength (psi) Type of Fracture A 7 09/21/12 TW 4.00 8.00 12.57 33,450 2,660 3 B 28 10/12/12 TW 4.00 8.00 12.57 61,970 4,930 3 C 56 11/09/12 TW 1 4.00 8.00 1 12.57 71,020 5,650 3 D 56 11/09/12 TW 1 4.00 8.00 12.57 73,390 1 5,840 3 E H MEETS DESIGN 51 KtNG I n 56 Day Avg.: 1 5,750 Reviewed by. Stephen Stroup - Staff Engineer 11/122012 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231 or C173, C470, C511, C617, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Fracture Key 1 Well -formed cones on both ends 13. Columnar vertical cracking through both ends 15. Side fractures at top or bottom 2 Well formed cone on one end 14. Diagonal fracture with no cracking through ends 16. Similar to Type 5 but end of cylinder is pointed Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited. t �~ _- '\ • TESTING CONSTRUCTION INSPECTION TESTING SERVICES • ENGINEERING Summary Report #6 October 1, 2012 Set 1 Apple Inc. 4'/a Attn: Lance Kim & April Chan (email) Job No: J8581 Job Name: Apple Tr02 TI Location 10000 Torre Ave Cupertino, CA Permit #: 12060105 September 26, 2012 Robert Cortez reported to Jeremy with XL Construction at the jobsite. Observed placement of concrete (mix no. 330PG9Q1, 28 -day strength of 3000 psi, specified slump of 4 inches, 10 total cubic yards placed) for sidewalk ramp curbs. Monitored loads for mix no., slump, temperature and time limit. Prepared 4x8 cylinder test specimens sampled from end of truck. 4 Per Set, 1 Set, 4 Total Verified rebar placement prior to covering — per detail A0.11. Slab on grade mat - #3 at 16" on center- rebar at mid - depth. Work observed was, to the best of Robert's knowledge, in conformance with approved plans, specifications and applicable standards of workmanship. September 27, 2012 Steve Corona picked up 4 (4x8) cylinders from jobsite. 21.1.8 Rheern Drive. Pleasanton, CA 94588 • .Phone (925) 462-5.151 Fax (925) 463-5.1.83 4770 Duckhorn Drive, Sacramento, CA 95834 i Phone (9.1.6) 419-4747 @ Fax (916) 419-4774 One Eniharcadero Center, Suite 535, San Francisco; CA 94111 • Phone (415) 438-2357 • Fax (415) 334-4747 246 30"' St., Suite 101. Oakland, CA 94601. 0 Phone (5 10.) 444-47747 • Fax (510) 834i-1825 Set 1 Slump in. 4'/a Mix temp. (°F .74 Air temp. (°F 68 Truck No. 7126 Location sidewalk 4 Per Set, 1 Set, 4 Total Verified rebar placement prior to covering — per detail A0.11. Slab on grade mat - #3 at 16" on center- rebar at mid - depth. Work observed was, to the best of Robert's knowledge, in conformance with approved plans, specifications and applicable standards of workmanship. September 27, 2012 Steve Corona picked up 4 (4x8) cylinders from jobsite. 21.1.8 Rheern Drive. Pleasanton, CA 94588 • .Phone (925) 462-5.151 Fax (925) 463-5.1.83 4770 Duckhorn Drive, Sacramento, CA 95834 i Phone (9.1.6) 419-4747 @ Fax (916) 419-4774 One Eniharcadero Center, Suite 535, San Francisco; CA 94111 • Phone (415) 438-2357 • Fax (415) 334-4747 246 30"' St., Suite 101. Oakland, CA 94601. 0 Phone (5 10.) 444-47747 • Fax (510) 834i-1825 • TESTING CONSTRUCTION INSPECTION TESTING SERVICES 0 ENGINEERING Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. .AMA"6, 10/2/2012 Reviewed by Jo than Felts Date Staff Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts-I.com) Administrative Contact: Yolanda Deras (vderas@cts-I.com) cc: Building Department — City of Cupertino Contractor — XL Construction (email) Architect — Reel Grobman (email) CTS PM — Aaren McBride (email) RA 2118 Rheem Drive, Pleasanton, CA 94588 • Phone (925) 462-5151 • Fax (925) 462-5183 4770 Duckhorn Drive, Sacramento, CA 95834 0 Phone (916) 419-4747 Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 • Phone (415) 438-2357 Fax (415) 3344747 246 30"' St., Suite 101, Oakland, CA 94601 0 Phone (510) 444-4747 • Fax (510) 835-1825 t 5- CN'CTN TESTING ERVICE u'leo=ntco 1 25.462 51 1 Socrarnent-o 91 :.41* -474 Sofa i= n .:imo 415.33+.+747 Stockton 209,507.7555 Sten Joss: 408; 57U"- 2 Los Veg-os 7012V.470 70 Ookt nd 13 D,d44.4 47 Field Number: 4 Laboratory Compression Test Project Name: Apple TR02 TI Appl No: 12060105 Project No.: J8581 Sampled By: Gary Stapleton Report Date: 10/03/2012 Client: Apple Inc. Date of Sampling: 08/29/2012 Lab Log No.: 71178 Information provided by Field Technician Mix #: 3EFEG9Q1 Su lier: Central Contractor: XL Const. Set: 1 of 1 Truck #: 1173 Design Strength(psi): 3,000 @ 28 days Sample Material/Shape: Concrete Cylinders Type of Structure: Slab infill Location: Onsite Location for overall Between grid lines D/4 & D.4/6 2nd floor pour: Location D.2/5 when sampled: Concrete Quality Actual Mix Temperature (°F): 70 Req'ment Actual Req'ment Actual 50-90 Slump (in.): 3 4+/-1 Unit Weight (pct): N/A Req'ment N/A Air Temperature (°F): 58 >40 Air Content (%): N/A N/A Time Sampled: 8:04 am N/A Aggregate Size (in): 144 1" x #4 Time Batched: 6:49 am N/A Time in Truck: 75 mins <90 Mins. Information supplied by Laboratory Technician Date Received: 08/31/2012 Technician that received: AP Test # Age of 1 Test (Days) Date Dimensions (inch) X -Section Ultimate Load Compressive Technician Diameter I Length Area (int) (lbs) Strength (psi) Type of Fracture A 7 09/05/12 TW 6.00 12.00 28.27 58,880 2,080 3 B 28 09/26/12 TW 6.00 12.00 28.27 114,240 4,040 3 C 28 09/26/12 TW 6.00 12.00 28.27 115,080 4,070 3 D H MEETS DESIGN STRENGTH 28 Day Avg.: 1 4,060 Reviewed by: Anil Nethisinghe - Staff Engineer 10/03/2012 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231 or C173, C470, C511, C617, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Fracture Key: 1. Well -formed cones on both ends 13. columnar vertical cracking through both ends 15. Side fractures at top or bottom 12. Well -formed cone on one end 14. Diagonal fracture with no cracldng through ends 16. Similar to Type 5 but end of cylinder is pointed Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited. CONSTRUCTION AMLAU! TESTING SERVICES Summary Report #1 August 27, 2012 Apple Inc. Attn: Lance Kim & April Chan (email) Job No: J8581 Job Name: Apple Tr02 TI 10000 Torre Ave Cupertino, CA Permit #: 12060105 August 23, 2012 TESTING INSPECTION ENGINEERING Ron Guerra reported to Jeremy with XL at the jobsite. Reviewed welder qualification papers for David Boaz. Observed welding performed in progress by 1 welder previously reported using FCAW process with E71 T-8 wires. Verified proper electrode storage and preheat temperature maintained Weldments observed consisted of multipass and single pass fillet welds joining angle to plate, angle to angle, and angle to WF per details 3/S-7 and 1/E1 at Is' floor at lines D -D.5/4-6. Acceptable members were marked with identification. Work observed was, to the best of Ron's knowledge, in conformance with approved plans, specifications and applicable standards of workmanship. August 24, 2012 Richard Collin reported to Jeremy with XL Construction at the jobsite. Reviewed welder qualification papers for Carlos Ramirez — ID #6618 and David Boaz — ID #5203. Observed welding performed and completed by Lee's Imperial welders using FCAW process with E7010 electrodes and SMAW process with E71T-8 wires. Weldments observed consisted of partial penetration, single pass fillet welds, and arc spot welding at lines D -D.4/4 2nd level joining tube to channel and tube to angle per SKI; D.4/4-6 2nd level joining angle to angle per SK2, D -D.4/6 2nd level joining tube to angle truss (5/S7), top plate to angle, plate to WF beam; plate to plate at lines D/4, D.1/4, D.4/4, D/6, D.1/6, and D.4/6 (shop plans need RFI), existing 6x6 angle to angle truss, 3x3 angle to existing angle and angle ledger (verbal from engineer need RFI); D.4/4, D.4/6 2nd level plate to WF beam, plate to deck flutes, angle kicker to WF beam, and angle ledger at lines D/4-6 2nd level. In progress welding of decking to framing members. Exception: Need RFI for following items: top plate to plate, angle WF beam, partial joint penetration weld at lines D/4, D.1/4, DAM, D/6, D.1/6, D.4/6 called out in shop plans but not structural; and existing 6x6 angle to angle truss, 3x3 angle to angle ledger and existing angle. Received verbal from engineer during walk through at lines DAM and D.4/6. See attached non-compliance report. Acceptable members were marked with identification. Work observed was, to the best of Richard's knowledge, in conformance with approved plans, specifications and applicable standards of workmanship. 2118 Rheem Drive, Pleasanton, CA 94588 • Phone (925) 462-5151 • Fax (925) 462-5183 4770 Duckhoni Drive, Sacramento, CA 95834 • Phone (916) 419-4747 0 Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 • Phone (415) 438-2357 0 Fax (415) 334-4747 246 30d' St., Suite 101, Oakland, CA 94601 0 Phone (510) 444-4747 0 Fax (510) 835-1825 CONSTRUCTION • TESTING • INSPECTION TESTING SERVICES 0 ENGINEERING Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations. These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. izeL' 8/30/2012 Reviewed by Jonathan Felts Date Staff Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts-I.com) Administrative Contact: Yolanda Deras (yderas@cts-I.com) cc: Building Department — City of Cupertino Contracior - XL Construction (email) Architect Reel Grobman (email) CTS PM — Aaren McBride (email) 2174 Rheem Drive, Suite A, Pleasanton, CA 94588 • Phone (925) 462-5151 0 Fax (925) 462-5183 4770 Duckhorn Drive, Sacramento, CA 95834 • Phone (916) 419-4747 • Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 • Phone (415) 438-2357 • Fax (415) 334-4747 246 30"' St., Suite 101, Oakland, CA 94601 • Phone (510) 444-4747 0 Fax (510) 835-1825 CONSTRUCTION U) '� u u 14i` TESTING • INSPECTION TESTING SERVICE�I i L T i; �Q . ENGINEERING #8 October 22, 2012 Apple Inc. Attn: Lance Kim & April Chan (email) Job No: J8581 Job Name: Apple Tr02 TI 10000 Torre Ave Cupertino, CA FILE H- 6-1 oi01j Permit #: 12060105 I b CO O To w �ve No field reports were made this week; however, we are enclosing laboratory test results. Limitations. These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. 10/25/2012 Reviewed by J nathan Felts Date Staff Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts-1.com) Administrative Contact: Yolanda Deras (yderas@cts-Isom) cc: Building Department — City of Cupertino Contractor — XL Construction (email) Architect — Reel Grobman (email) CTS PM — Aaren McBride (email) 2118 Rheem Drive, Pleasanton, CA 94588 Phone (925) 462-5151 0 Fax (925) 462-5183 4770 Duckhorn Drive, Sacramento, CA 95834 • Phone (916) 419-4747 • Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 • Phone (415) 438-2357 0 Fax (415) 334-4747 246 30th St., Suite 101, Oakland, CA 94601 • Phone (510) 444-4747 0 Fax (510) 835-1825 www.cts-l.com P lea nton 9125.462.51 S1 : -arqmr--nio 916.419.474 San Fina t isco 415,334.4.E 47 Stockton Dazs in - se 408_V,", 699 2 Lw- Vewg= 702.267.4747 Oak4: d 10.4.44,47 ,7 Field Number: 5 Laboratory Compression Test Project Name: Apple TR02 TI Appl No: 12060105 Project No.: J8581 Sampled By: Jason Alberts Report Date: 10/19/2012 Client: Apple Inc. Date of Sampling: 09/14/2012 Lab Log No.: 71809 Information provided by -Field -Technician Mix #: 3FFEG9Q1 Supplier: Central Contractor: XL Set: 1 of 1 ITruck #: 1260 Design Strength (psi): 3,000 Sample Material/Shape: Concrete Cylinders Type of Structure: N/A Location: Onsite Location for overall A -H/1-8, 1 st floor pour: Location C -D/3, D.5/4-5.5, E.25/7.1-7.5, 1 st floor when sampled: Concrete Quality Actual Mix Temperature (°F): 76 Req'ment 50-90 Actual Slump (in.): 3 Req'ment Actual 4+/-1 Unit Weight (pco: N/A Req'ment N/A Air Temperature (°F): 61 >40 Air Content (%): N/A N/A Time Sampled: 10:30 am N/A Aggregate Size (in): 1 N/A Time Batched: 9:36 am N/A Time in Truck: 54 mins <90 Mins. Information supplied by Laboratory Technician Date Received: Technician that received: Test # Age of Dimensions (inch) X -Section Ultimate Load Compressive 1 Test (Days) Date Technician Diameter Length Area (int) (Ibs) Strength (psi) Type of Fracture A 7 09/21/12 TW 4.00 8.00 12.57 33,450 2,660 3 B 28 10/12/12 TW 4.00 8.00 12.57 61,970 4,930 3 C 56 11/09/12 4.00 8.00 12.57 D 56 11/09/12 4.00 8.00 12.57 E H 56 Day Avg.: Reviewed by: Emily Stronks - Staff Engineer 10/19/2012 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231 or C173, C470, C511, C617, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Fracture Key: 1. Well -formed cones on both ends 3. Columnar vertical cracking through both ends 5. Side fractures at top or bottom 12. Well -formed cone on one end 14. Diagonal fracture with no cracking through ends 16. Similar to Type 5 but end of cylinder is pointed Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited. 1 r' CONSTRUCTION TESTING • INSPECTION TESTING SERVICES ENGINEERING Summary Report #9 October 29, 2012 Apple Inc. Attn: Lance Kim & April Chan (email) Job No: 78581 - Job Name: Apple Tr02 TI 10000 Torre Ave - - - - - Cupertino, CA Permit #: 12060105 No field reports were made this week; however, we are enclosing laboratory test results. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. 11/2/2012 Reviewed by J nathan Felts Date Staff Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts-I.com) Administrative Contact: Yolanda Deras (vderas@cts-I.com) cc: Building Department — City of Cupertino Contractor — XL Construction (email) Architect —Reel Grobman (email) CTS PM — Aaren McBride (email) ' 2118 Rheem Drive, Pleasanton, CA 94588 • Phone (925) 462-5151 0Fax (925) 462-5183 4770 Duckhorn Drive, Sacramento, CA 95834 • Phone (916) 419-4747 • Fax (916) 419-4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 e Phone (415) 438-2357 0 Fax (415) 334-4747 246 30' St., Suite 101, Oakland, CA 94601 0 Phone (510) 444-4747 0 Fax (510) 835-1825 s. s ww' s-I.Co CONSTRUCTION TESTIING.SERVICES `'L-=nfon 9?5.432.51 1 Sar, Frcncisco 415.-34.4747 Sorg 1e se. 4138-73,61P92 Oak' d = x0_464,4747 acres<rtrtento 916,41 x,4747 VaCkjnn 20q,507,,7555 Las Vegas 702,257x474 Field Number: 4 Laboratory Compression Test Project Name: Apple TR02 TI Appl No: 12060105 Project No.: J8581 Sampled By: Robert Cortez Report Date: 11/01/2012 Client: Apple Inc. Date of Sampling: 09/26/2012 Lab Log No.: 72332 Information provided by Field Technician Mix #: 330PGSFQ1 Supplier: Central Contractor: XL Construction Set: 1 of 1 ITruck #: 1126 Design Strength (psi): 2,500 @ 28 days -Sample Material/Shape: Concrete Cylinders Type of Structure: Ramp Location: Onsite_ Location for overall Sidewalk/ ramp pour: Location Sidewalk when sampled: Concrete Qualitv Actual Req'ment Mix Temperature (°F): 74 50-90 Actual Req'ment Actual Slump (in.): 41/4 4 Unit Weight (pco: N/A Req'ment N/A Air Temperature (°F): 68 >40 Air Content (%): N/A N/A Time Sampled: 9:55 am N/A Aggregate Size (in): 3/4 N/A Time Batched: 8:55 am N/A Time in Truck: 60 mins <90 Mins. Information supplied by Laboratory Technician Date Received: 09/27/2012 Technician that received: AP Test # Age of Dimensions (inch) XSection Ultimate Load Compressive 1 Test (Days) Date Technician Diameter Length Area (int) (Ibs) Strength (psi) Type of Fracture A 7 10/03/12 TW 4.00 8.00 12.57 28,790 2,290 3 B28 10/24/12 TW 4.00 8.00 12.57 61,250 4,870 3' C 28 10/24/12 TW 4.00 8.00 12.57 61,910 4,930 3 D H MEETS DESIGN STRENGTH 28 Day Avg.: 1 4,900 J; er- 7 11/01/2012 Reviewed -by. Stephen Stroup - Staff Engineer Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231 or C173, C470, C511, C617, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Fracture Key: 1. Well -formed cones on both ends 13. Columnar vertical cracking through both ends 5. Side fractures at top or bottom 12. Well -formed cone on one end 14. Diagonal fracture with no cracking through ends 16. Similar to Type 5 but end of cylinder is pointed Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.