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Verizon-LR 990202CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: Client No.: Client: 01/13/1999 08644025 The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 ENG--, INC. '~901 Carpenter Frwy., Suite #100 Dallm, Texas 75247 Report No.: 9902044 Project No.: 43-2333-98 Report Date 02/02/1999 Project: GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. com'~tcro~ BECK CONCaa'r~ surrLnm: TXI rL~lVr: 41 SPECIFICATION REQUIREMENTS s'rag~aTH: 5000 psi @ 28 Days SLUMP: 6.0" Max Am: N/A ~ METHOD: ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Column B @ 5 PROJECT DATA CONCRETE CLASS: 154 PLACEMEHT DATE: 01/13/1999 BATCH TIME: 12:27pm TIME SAMPLED." 1:00pm BY: Mik~ Odom WEATHER CONDITIONS: TEMPERATURE ~ - AIR TRUCK NO: 474 Am CONTgNT ('~): N/A PLAC~N"r LOCATION: Cloudy 44 F CONCR~: 58 F TtCr~--r NO: 1214143 UNIT WEIGHT (p~: N/A Level IV columns (20) Lines i-5 & A-D, west wing CYLINDER MEASURED MARKED SLUMP SgT NO. (inches) 1 1 6.00 REPORT OF TESTS DATE AGE LOAD TESTED (days) (lbs. for~e) 01/14/1999 1 12400 ACCUlVlULA~E YARDS: 45 COMPRESSIVE STRENGTH FRACTURE (!~1) TYPE 440 I 2 6.00 01/15/1999 2 59640 2110 I 3 6.00 I 4 6.00 I 5 6.00 I 6 6.00 01/2011999 7 123460 01/20/1999 7 119710 Average 02/10/1999 28 02/10/1999 28 4370 422 4300 0ILL This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Enginccring, Inc. Page 1 of 2 Repgrt No.: 9902044 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED I 7 6.00 03/10/1999 Note: Columns placed by mud bucket. AGE 56 MAXIMUM LOAD (lbs. force) STa~.. GTH Technician: Mike Odom Report Distribution: (I) The Beck Group (I) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (1) The Beck Group Started: 9:30am (1) The Beck Group (I) Datcan, Inc. Finished: 4:30pm ~ Engin~~, Inc. Eugene HarboUr Vice President This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc writ~n approval of HBC Engineering, Inc. 0ILL Page 2 of 2 · CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 12/31/1998 Client No.: 08644025 Client: The Beck Group Arm: Oilier Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 .8901 Carpenter Fi'wy., Suite #100 Dallas, Texas 75247 Report No.: 9834157 Report Date 02/02/1999 Project No.: 43-2333-98 Project: GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. cotvrancxom BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS S~U~NGTH: 4000 psi @ 28 Days SLUMP: 6.0" Max AIa: 3-6% Tb_,ST METtlOO: ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONCm~'r~ c~ss: 8205 PLACEMENT DATE: 12f31/1998 BATCH T~: 4:08pm T~Vm SAMIn.,EO: 4:45pm BY: Mik~ Odom w~ CONOmONS: TEMPERATURE Or). AIR TRUC~NO: 834 Am CONTRNT (%): 6.0 PLACEbl~qT LOCATION: Fair 37 r CONCh: 61 r TIC~T NO: 1205300 u~r w~la~rr (~: N/A South I/2 bay 4 & 5 paving quadrant, slab-on-grad~ of main entrance (Left) drive near Bay I & Bay 3 SAMPLE LOCATION: Bay 5 centerline between islands CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED I I 5.75 01/07/1999 I 2 5.75 01/07/1999 I 3 5.75 01/28/1999 1 4 5.75 01/28/1999 REPORT OF TESTS ACC E YARDS: 530 MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (day~) (11~ force) (p~t) 7 72340 2560 7 75080 2650 Average 2610 28 131940 4670 28 135770 4800 Average 4740 1 5 5.75 02/2511999 56 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 1 of 5 · CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 12/31/1998 Report No.: Client No.: 08644025 Project No.: Cfient: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 8901 Carpenter Frwy., Suite #100 Dallal, Texas 75247 9834157 Report Date 02/02/1999 43-2333-98 GTE Shared Service~ Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA cotcr~oR: BECK CONCn~r~ crass: 8205 CONCREI~ SUPPLIER: TXI PLACEbfl~IT DATE: 1~ 1/1998 BATCH T~: 5:32am P~: 41 ~ SA~: 5:55am BY: ~k~ Odom SPEC~iCA~ON ~UI~ ~~ commons: Fa~ ~~: 4~ psi ~ 28 Days ~~ ~-nm 36 F CONCh: 62 F SL~: 6.0" M~ ~UCK~O: 837 T~C~NO: 1205384 Am: 3-6% Am CO~ (~): 4.6 U~ ~m~ (~ N/A ~ ~oo: AS~ C- 143 P~c~ S~ ~ 1 ASTM C-172 ASTM C-39 See below SAMPLE LOCATION: REPORT OF TESTS ACCt 'L XrV ','AVa,S: 530 CYLINDER MEASURED MAXIMUM COMPRK.~IVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 2 1 6.25 01/07/1999 7 76620 2710 2 2 6.25 01/07/1999 7 82720 2930 Average 2820 2 3 6.25 01/28/1999 28 135410 4790 2 4 6.25 01/2811999 28 140910 4980 Average 4890 2 5 6.25 02/25/1999 56 Sample location: Bay 4, 20' south at centerline from bay 4 islands. 0ILL This repo~ is exclusively for ~e use of the client indicated above and shall not be reproduced except in full without ~he written approval of HBC Engineering, Inc. Page 2 of 5 CONCRF TE COMPRESSIVE STRF. NGTH TEST · 8901 Carpenter Frwy., Suite #100 Dall~, Tex~ 75247 Date of Service: 12/31/1998 Client No.: 08644025- Report No.: 9834157 Report Date 02/02/1999 Project No.: 43-2333-98 Client: The Beck Group Attn: Oillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Project: GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. corm~CTOm 'BECK CONCRgTg SUPPLlgR: TXI PLANT: 41 SPECIFICATIONREQUIREMEbF~ WEATHERCO~mONS: Fair STgg~aTa: 4000 psi @ 28 Days TEM~a~TUgZ O3-Am 36 r CONCRZTE: 60 F SLUMP: 6.0" Max TgUCKNO: 807 TICr~."TNO: 1205466 An~ 3-6% Am cosTE~rr (~): 4.9 U~aT WglaaT (p~: N/A TEST MgT~OO: A STM C- 143 PLAc~wr COCA ASTM C- 172 see page i ASTM C-39 PROJECT DATA CONCr~.'Tr- CLASS: 8205 PLACEMENT DATE: 12/31/1998 BATCH T~: 6:3 lam ~stg SS~PLgm 7:10am BY: Mike (Mom SAMPLE LOCATION: See below REPORT OF TESTS Accum~.~rw. YA~OS: 530 c~zR M~D ~ co~~ ~D SL~ DA~ AGE LO~ S~G~ S~ NO. (~) ~ (da~) O~ f~) (~i) 3 I 6.~ 01/07/19~ 7 685~ 2430 3 2 6.~ 01~7/19~ 7 7~10 2710 Avenge ~70 3 3 6.~ 01~1~9 28 131730 ~ 3 4 6.~ 01~8/1999 28 1~740 5120 Avenge ~90 3 5 6.~ 0~5/1~9 56 FRACTURE TYPE Sample location: Bay 5, west centerline, 30' north of (N) fire lane centerline. OILL This ~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 3 of 5 CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: Client No.: Client: 12/31/1998 08644025 The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report No.: Project No.: Project: · .8901 Cm-l~nm- Frwy., Suite #I00 ~ T~x~ 75247 9834157 Report Date 02/02/1999 43-2333-98 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. con'rgn~o~ BECK CONCRETESUI'I'L~ER: TXI pL~rr: 41 SPI~CWICATION REQU~ s'n~XH: 4000 psi ~ 28 Days sc~: 6.0" Max Am: 3~% ~ ~O~: AS~ C-143 AS~ C-172 AS~ C-39 SA~ ~A~ON: M~n en~ce (leR) ~veway CYLINDER MEASURED MARKED SLUMP DATE; SET NO. (hach~s) TESTED 4 1 6.50 01/07/1999 4 2 6.50 01/07/1999 4 3 6.50 01/28/1999 4 4 6.50 01/28/1999 PROJECT DATA coNcaETz ~: 8205 Pg~,CmaENT I~A'rz: 12/31/1998 BATCH TIME: 7:45am T~S~: 8:45am aY: Mik~ Odom WFATIIgR CONDmONS: Fair TgMPERATUR~ (F). Am 43 V CONC~: 58 F TRUCK NO: ~1 ~C~ NO: 1205588 AmCO~(~): 4.8 u~tG~: N/A ~C~ ~CA~ON: ~ page 1 REPORT OF TESTS ACCVM~_.Axr,'~ YARDS: 530 MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) Obs. force) (psi) 7 79020 2790 7 74380 2630 Average 2710 28 126620 4480 28 116750 4130 Average 4310 4 5 6.50 02/25/1999 56 Note: Slum~ was Oaken ac hopper. 0ILL This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 4 of 5 CONCRETE COMPRESSIVE ST NGTH TEST Date of Service: 12/31/1998 Client No.: 08644025 Report No.: 9834157 Project No.: 43-2333-98 · 8901 Carpmter Frwy., Suite #100 Dallas, Texas 75247 Report Date 02/02/1999 Client: The Beck Oroup Attn: Cdllett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Project: OTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. cot~t'an~oR: BECK CONCR~r~ SUPPLIER: TXI PLANT: 41 SPECIFICA'IION REQUIREblENTS s'rn~GTIi: 4000 psi @ 28 Days st.t~n,: 6.0" Max n~R: 3-6% xr~vr r, nn~OD: ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA coNcn~'r~ ct.ass: 8205 PLAClaVI~rr DAT~: 12/31/1998 BATCtt Tn~: 9:49am TIME SAMPLED: 10:35am BY: MikeOdom wEA~acot~mo~s: Fair 'rgM~gRA~rag (~3- Am 45 F CONCRETE: 58 v ~UCK~O: 462 TIC~: 1205854 nmco~(~): 4.5 ~tO~(~: N/A P~C~ ~CA~ON: ~ pa~ I SAMPLE LOCATION: See below CYLINDER MEASURED MARKED SLUMP SET NO. (incheO 5 I 6.50 5 2 6.50 5 3 6.50 5 4 6.50 5 5 6.50 DATE TEb~FED 01/0711999 01/07/1999 01/2811999 01/28/1999 REPORT OF TESTS ,ccumr xrvs AGE LOAD STRENGTH (days) (tbs. force) (psi) 7 81250 2870 7 87910 3110 Average 2990 28 169070 5980 28 162550 5750 Average 5870 02/2511999 56 560 Sample location: Technician: Mike Odom Report Dk~tribution: (!) TI~ B~k Group (1) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (I) The Beck Group 40'(W)from (E) edge (N) driveway, centerline bay 6. Started: 3:00am (I) Tbe Beck Group (!) Dalcan, Inc. Finished: 1 h00am H~ Engining, Inc. Eugene Harbour Vice President This relXnt is exclusively for thc use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc. 0ILL Page 5 of $