The URL can be used to link to this page

Verizon-LR 990111IN-PLACE DENSITY "ESTING Date of Service: Client No.: Client: 12/16/1998 08644025 The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report No.: 9833892 Project No.: 43-2333-98 Report Date 01/11/1999 Project: GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: In-place density testing. CONTRACTOR: BECK PROJECT DATA Laboratory Test Method: ASTM D-698 Field Test Method: ASTM D-2922 ASTM D-3017 MOISTURE DENSITY RELATIONS: MID No. Description Moisture % Maximum Density pcf Project Requirements Moisture Density 1 See below for description 12.5 2 Lt gray sandy shaley clay 18.5 w/red sand 116.5 -1/+3% 95% 107.0 -1/+3% 95% FIELD DENSITY TESTS TEST MfD MOISTURE NO TEST LOCATION No. (%) DRY DENSITY DENSITY (pcf) (% nmx) North Parking Subgrade 317 Bay 2, 50' N of N fire lane center line 1 15.0 318 Bay 2, 150' N of N fire lane, center line 1 13.7 319 Bay 3, 75' N of N fire lane, center line 2 17.9 320 Bay 3, 175' N of N fire lane, center line 1 13.9 Test results on this report meet project specification. 113.3 97 114.7 99 102.7 96 114.3 98 M/D No. 1 - Light brown and light gray silty sand with dark gray clay balls REVISED "Test No." from 1, 2, 3 and 4 to 317, 318, 319 and 320, respectively. Technician: Mike Odom Report Distribution: (1) The Beck Group ( 1 ) Gromatzky Dupree & Assoc. (1) Brockette Davis Drake, Inc. ( 1 ) The Beck Group (1) The Beck Group 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 the written approval of HBC Engineering, inc. 07SS Page 1 of 1 IN-PLACE DENSITY ESTING ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: Client: 12/29/1998 08644025 The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report No.: Project No.: Project: 9834948 Report Date 01/11/1999 43-2333-98 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: In-place density testing. CONTRACTOR: BECK PROJECT DATA Laboratory Test Method: ASTM D-698 Field Test Method: ASTM D-2922 ASTM D-3017 MOISTURE DENSITY RELATIONS: M/D No. Description Maximum Moisture % Density pcf Project Requirements Moisture Density 1 2 See below for description L't gray sa silty cl w/red sand 10.0 124.5 18.5 107.0 FIELD DENSITY TESTS -1/+3% 95% -1/+3% 95% TEST NO TEST LOCATION M/D MOISTURE DRY DENSITY DENSITY No. (%) (pcf) (% max) Bay 4 at Center Line 324 100' N from center line, N fire lane, Grade Bay 5 at Center Line 325 40' N from center line, N fire lane, Grade Left Drive Approach 326 Main Entrance, 200' E at center line, Subgrade o1< 1 13.1' 2 17.7 106.1 1 11.9 122.0 An asterisk (*) appears next to test results which do NOT meet the project specifications. 99 99 98 M/D No. 1 - Dark reddish brown silty clayey sand w/gravel Tests #325 and ~326 were for reconfirmation after rains Technician: Mike Odom Report Distribution: (1) The Beck Group (1) Gromatzky Dupree & Assoc. (1) Brockette Davis Drake, Inc. ( 1 ) The Beck Group ( I ) The Beck Group on 12/18/98. 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 the written approval of HBC Engineering, Inc. 07SS Page 1 of 1 CONCRETE CQMPI ,SSIVE STRENGTH TF T Date of Service: 12/12/1998 Report No.: Client No.: 08644025 Project No.: Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 9833513 Report Date 01/11/1999 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 43 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi ~ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: C ~ 5 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 I 5.50 1 2 5.50 I 3 5.50 1 4 5.50 1 5 5.50 PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/12/1998 BATCII TIME: 10:17am TIME SAMPLED: I 1:20am BY: Mike Odom WEATIlER CONDITIONS: TEMPERATURE (F)- AIR TRUCK NO: 450 AIR CONTENT (%): 1.3 PLACEMENT LOCATION: Partly cloudy 48 F CONCRETE: 62 F TICKET NO: I 197078 [INIT WEIGHT (pcO: N/A Building columns (4) west wing Level lI-IIl, Line 5, A-D DATE TESTED 12/19/1998 12/19/1998 01/09/1999 01/09/1999 REPORT OF TESTS ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) (lbs. force) (psi) 7 89240 3160 7 88620 3130 Average 3150 28 176130 6230 28 172350 6100 Average 6170 02/06/1999 56 10 FRACTURE TYPE Technician: Mike Odom Report Distribution: (1) The Beck Group (1) Gromatzky Dupree & Assoc. (1) Brockette Davis Drake. Inc. (1) The Beck Group Started: 1 l:00am (1) The Beck Group (I) Dalcan, Inc. Finished: 1 l:30am Eugene Harbour Vice President This report is exclusively for the use of the client indicated above aod shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 01LL Page I ofl COMPRESSIVE STRENGTH TE T jf Service: 12/11/1998 Client No.: 08644025 Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 ENGINEERII~, INC. 8901 Carpenter Frwy., Suite 0100 Dallas, Texas 75247 Report No.: 9833418 Project No.: 43-2333-98 Report Date 01/11/1999 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 31 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi ~ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/11/1998 BATCH TIME: 1:40pm TIME SAMPLED: 2:30pm BY: Mike Odom WEATliER CONDITIONS: TEMPERATURE (V) - Ail*, TRUCK NO: 481 AIR CONTENT (%): 1.4 PLACEMENT LOCATION: Cloudy 42 F CONCRETE: 58 F TICKET NO: 1197033 UNIT WEIGHT(pcQ: N/A Building columns Level II, III, west wing, A-D & 1-7 Lines SAMPLE LOCATION: D ~ 4 REPORT OF TESTS ACCUMULATIVE YARDS: 38 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AG E LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 1 1 6.00 12/14/1998 3 65520 2320 1 2 6.00 12/14/1998 3 70300 2490 1 3 6.00 12/14/1998 3 56600 2000 Average 2270 1 4 6.00 12/18/1998 7 112800 3990 1 5 6.00 12/18/1998 7 115110 4070 Average 4030 1 6 6.00 01/08/1999 28 161980 5730 1 7 6.00 01/08/1999 28 148370 5250 Average 5490 FRACTURE TYPE This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the va'itten approval of HBC Engineering, Inc. 0iLL Page 1 of 2 ~ff~eport No.: 9833418 CYLINDER MARKED SET NO. 1 8 MEASURED SLUMP (inches) 6.00 MAXIMUM COMPRESSIVE DATE AGE LOAD STRENGTH TESTED (days) (lbs. force) (psi) 02/05/1999 56 FRACTURE TYPE Technician: Mike Odom Report Distribution: (1) The Beck Group (1) Gromatzky Dupree & Assoc. (1) Brockette Davis Drake, Inc. (1) The Beck Group Started: 8:30am Finished: 4:30pm ~ Engineering, Inc. (l) The Beck Group (l) Dalcan, 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 the written approval of HBC Engineering, Inc. 01LL Page 2 of 2 CONCRETE COMPP SSIVE STRENGTH TF T Date of Service: 12/08/1998 Client No.: 08644025 Report No.: 9833080 Project No.: 43-2333-98 ENGINF_.ERII~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 01/11/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. CONT~,CTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi @ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METItOD: ASTM C- ! 43 ASTM C- ! 72 ASTM C-39 SAMPLE LOCATION: HQ 18 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 1 5.75 1 2 5.75 1 3 5.75 I 4 5.75 I 5 5.75 No visual AEA in mix. PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/08/1998 BATCH TIME: l:28pm TIME SAMPLED: 2: 10pm BY: Mike Odom WEATItER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 450 AIR CONTENT (%): N/A I'LACEMENT LOCATION: Fair 53 F CONCRETE: 71 F TICKET NO: 1195682 [INIT WEIGItT (pcf): N/A East wing, Level I-2 Columns (~ E-16, 17, 18 & H-16, 17,18 DATE TESTED 12/15/1998 12/15/1998 01/05/1999 01/05/1999 REPORT OF TESTS ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) (Ibs.~rce) (psi) 7 146790 5190 7 146240 5170 Average 5180 28 202020 7140 28 192800 6820 Average 6980 02/02/1999 56 16.5 FRACTURE TYPE Technician: Mike Odom Report Distribution: (1) The Beck Group (1) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (1) The Beck Group Started: 1:00pm (1) The Beck Group (1) Dalcan, Inc. Finished: 3:30pm 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 the written approval of HBC Engineering, Inc. 0ILL Page Iofl CONCRETE COMPRESSIVE STRENGTH TEP'T Date of Service: 12/30/1998 Report No.: Client No.: 08644025 Project No.: Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 9835090 Report Date 01/11/1999 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi ~ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: D-5 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 1 6.00 1 2 6.00 1 3 6.00 1 4 6.00 I 5 6.00 PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/30/1998 BATCit TIME: 1:55pm TIME SAMPLED: 2:40pm BY: Mike Odom WEATItER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 835 AIR CONTENT (%): N/A PLACEMENT LOCATION: Fair 54 F CONCRETE: 68 F TICKET NO: 1205052 UNIT WEIGItT (pti'}: N/A Five columns Level III-IV A-2, A, B, C, D ~ I Line DATE TESTED 01/06/1999 01/06/1999 REPORT OF TESTS ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE AG E LOAD STRENGTH (days) (lbs. force) (psi) 7 128020 4530 7 134050 4740 Average 4640 01/27/1999 01/27/I 999 28 28 12 FRACTURE TYPE 02/24/1999 56 Technician: Mike Odom Report Distribution: (1) The Beck Group (1) Gromatzky Dupree & Assoc. (1) Brockette Davis Drake, Inc. (1) The Beck Group Started: 2:30am (1) The Beck Group (1) Dalcan, Inc. Finished: 4:00pm Eugene Harbour Vice President This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page I of I CONCRETE COMPRESSIVE STRENGTH TES t ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 11/12/1998 Client No.: 08644025 Report No.: 9830749 Project No.: 43-2333-98 Report Date 01/11/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. PROJECT DATA CONTRACrOR: BECK CONCRETE CLASS: 658 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/12/1998 BATCH TIME: 1:27pm PLANT: 41 TIME SAMPLED: 3:20pm BY: Keith Fowler SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Light rain, cool STRENGTtI: 5000 psi ~ 28 Days TEMPERATURE (F)- AIR 50 F CONCRETE: 66 F SLUMP: 3-5" TRUCK NO: 455 TICKETNO: 1180977 AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcq: N/A TEST METHOD: ASTM C-143 PLACEMENT LOCATION: West wing, section "A", columns ASTM C-172 ^l thru A6 ASTM C-39 SAMPLE LOCATION: A-3 REPORT OF TESTS ACCUMULATIVE YARDS: CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 1 I 6.50 11/19/1998 7 120180 4250 I 2 6.50 11/19/1998 7 ! 15640 4090 Average 4170 1 3 6.50 12/10/1998 28 172340 6090 1 4 6.50 12/10/1998 28 170910 6040 Average 6070 1 5 6.50 01/07/1999 56 173130 6120 10 FRACTURE TYPE Technician: Keith Fowler Report Distribution: ( 1 ) The Beck Group (1) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (I) The Beck Group Started: 12:00pm (1) The Beck Group (I) Dalcan, Inc. Finished: 5:30pm Vice President 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. 01LL Page I of I CONCRETE COMPRESSIVE Date of Service: 11/12/1998 Client No.: 08644025 Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 STRENGTH TES" ENGINEERING, ~IC. · 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report No.: 9830806 Project No.: 43-2333-98 Report Date 01/11/1999 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days SLUMP: 3-5" AIR: NA TEST METHOD: ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 564 PLACEMENT DATE: 11/12/1998 BATCH TIME: 1:35pm TIME SAMPLED: 3:00pm BY: Keith Fowler WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 463 AIR CONTENT (%): N/A PLACEMENT LOCATION: Light rain, cool 50 F CONCRETE: 60 F TICKET NO: I 180982 UNIT WEIGHT (pcO.: N/A West wing section "B", Grade beam A to C on 8 Line, K9 to 10, & 11E to G SAMPLE LOCATION: K9 to l0 CYLINDER MEASURED MARKED SLUM P SET NO. (inches) 1 I 6.00 1 2 6.00 1 3 6.00 1 4 6.00 1 5 6.00 REPORT OF TESTS ACCUMULATIVE YARDS: 20 MAXIMUM COMPRESSIVE DATE AGE LOAD STRENGTH TESTED (days) (lbs. force) (psi) 11/19/1998 7 117450 4150 11/19/1998 7 116470 4120 Average 4140 12/l 0/1998 28 186420 6590 12/10/1998 28 190270 6730 Average 6660 01/07/1999 56 193740 6850 FRACTURE TYPE Technician time: See Technician: Keith Fowler Report Distribution: (I) The Beck Group (I) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (1) The Beck Group Report ~9830749 Started: (1) The Beck Group (1) Dalcan, Inc. Finished: Vice President 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. OILL Page 1 of I 'CONCRETE COMPRESSIVE STRENGTH TESf ENGINF~RII~, INC. · '8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 12/08/1998 Client No.: 08644025 Report No.: 9833081 Project No.: 43-2333-98 Report Date 01/11/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTIt: 4000 psi ~ 28 Days SLUMP: 6.0" Max AIR: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/08/1998 BATCH TIME: 5:06am TIME SAMPLED: 5:45am BY: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 450 AIR CONTENT (%): 6.8 PLACEMENT LOCATION: Cloudy 42 v CONCRETE: 67 TICKETNO: 1195035 [INIT WEIGHT(pc0: N/A Paving slab-on-grade /t2, west side of quadrant REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days} (lbs. force) 1 1 4.25 12/15/1998 7 93460 1 2 4.25 12/15/1998 7 94090 Average 1 3 4.25 01/05/1999 28 117820 1 4 4.25 01/05/1999 28 106860 Average 1 5 4.25 02/02/1999 56 ACCUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3300 3330 3320 4170 3780 3980 55O FRACTURE TYPE Sample location: 50' N & 20' E from NW corner paving placement %2. This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 01LL I'age I of 5 CONCRETE COMPRESSIVE STRENGTH Date of Service: 12/08/1998 Client No.: 08644025 Report No.: 9833081 Project No.: 43-2333-98 ENGINEERING, INC. -' 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 01/11/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. PROJECT DATA CONTRACTOR: BECK CONCRETE CLASS: 8205 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/08/1998 BATCH TIME: 6:18am PLANT: 41 TIME SAMPLED: 7:00am BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy STRENGTlt: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 43 V CONCRETE: 67 F SLUMP: 6.0" Max TRUCKNO: 466 TICKETNO: 1195083 AIR: 3-5°//0 AIR CONTENT (%): 6.6 UNIT WEIGHT (pc0: N/A TEST METHOD: ASTM C- 143 PLACEMENT LOCATION: ASTM C-172 See page 1 ASTM C-39 SAMPLE LOCATION: See below REPORT OF TESTS ACCUMULATIVE YARDS: CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTEI) (days) (lbs. force) (psi) 2 1 5.50 12/15/I 998 7 86470 3060 2 2 5.50 12/15/1998 7 87100 3080 Average 3070 2 3 5.50 01/05/1999 28 121370 4290 2 4 5.50 01/05/1999 28 116490 4120 Average 4210 2 5 5.50 02/02/I 999 56 Sample location: NW driveway, 80' E from NW corner paving placement ~1. 55O FRACTURE TYPE This report is exclusively ibr 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 2 of 5 CONCRETE 'COMPRESSIVE STRENGTH TEST ENGINEErINg, INC. "8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/08/1998 08644025 Report No.: 9833081 Project No.: 43-2333-98 Report Date 01/I 1/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. CONTRACTOR: BECK CONCRETE SUPPLIER: tXI PLANT: 4 l SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 6.0" Max AIR: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/08/1998 BATCH TIME: 7:57am TIME SAMPLED: 8:50am BY: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 463 AIR CONTENT (%): 6.7 PLACEMENT LOCATION: See page 1 Partly cloudy 43 F CONCRETE: 71 F TICKET NO: 1195207 UNIT WEIGHT (pc0: N/A REPORT OF TESTS ACCUMULATIVE YARDS: CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 3 ! 6.00 12/l 5/1998 7 83310 2950 3 2 6.00 12/15/1998 7 82140 2900 Average 2930 3 3 6.00 01/05/1999 28 116620 4120 3 4 6.00 01/05/1999 28 109680 3880 Average 4000 3 5 6.00 02/02/1999 56 FRACTURE TYPE Sample location: Along Building Line 7, 175' W from centerline W fire lane. This report is exclusively for the use of the client indicated above and shall not be reproduced except in tull without the written approval of HBC Engineering, Inc. 0ILL Page 3 of 5 'CONCRETE COMPRESSIVE STRENGTH TEST ENGINF__~FRING, INC. "8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/08/1998 08644025 Report No.: 9833081 Project No.: 43-2333-98 Report Date 01/11/1999 Client: The Beck Group Attn: Gillett 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 4 1 SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 47 F CONCRETE: 71 F SLUMP: 6.0" Max TRUCKNO: 454 TICKETNO: 1195296 AIR: 3-5% AIR CONTENT (%): 6.4 UNIT WEIGHT (pc0: $/m TEST METHOD: ASTM C- 143 PLACEMENT LOCATION: ASTM C-172 See page 1 ASTM C-39 PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/08/1998 BATCH TIME: 8:59am TIME SAMPLED: 9:50am BY: Mike Odom SAMPLE LOCATION: See below REPORT OF TESTS ACCUMULATIVE YARDS: CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 4 1 6.50 12/15/1998 7 70470 2490 4 2 6.50 12/15/1998 7 70150 2480 Average 2490 4 3 6.50 01/05/1999 28 100180 3540 4 4 6.50 01/05/1999 28 91290 3230 Average 3390 4 5 6.50 02/02/1999 56 Sample location: Along Building Line 6, 120' W from centerline W fire lane. 55O FRACTURE TYPE 0ILL This report is exclusively tbr the use of the client iudicatcd above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 4 of 5 'CONCRETE COMPRESSIVE Date of Service: 12/08/1998 Client No.: 08644025 STRENGTH TES'i' Report No.: 9833081 Project No.: 43-2333-98 ENGINEERING, INC. · 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report Date 01/11/1999 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days SLUMP: 6.0" Max AIR: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/08/1998 BATCH TIME: 10:23am TIME SAMPLED: 10:50am BY: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCKNO: 461 AIR CONTENT (%): 6.5% PLACEMENT LOCATION: See page I REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 5 1 6.50 12/15/1998 7 71940 5 2 6.50 12/15/1998 7 73120 Average 5 3 6.50 01/05/1999 28 116300 5 4 6.50 01/05/1999 28 113080 Average Fair 48 V CONCRETE: 76 V TICKET NO: 1195435 UNIT WEIGHT (pcf}: N/A 5 5 6.50 02/02/1999 56 ACCUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 2540 2590 2570 4110 4000 4060 630 FRACTURE TYPE Sample location: Along Line 3, 50' W from centerline W fire lane. ALL REPORTS CORRECTED FOR COMMENT ABOUT % AIR - % /~IR DOES COMPLY__ Technician: Mike Odom Started: 4:30am Finished: l:00pm Report Distribution: (I) The Beck Group (1) The Beck Group (I) Gromatzky Dupree & Assoc. (1) Dalcan, IRc (I) Brockette Davis Drake, Inc. ( I ) The Beck Group 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 the written approval of HBC Engineering, Inc. OILL Page 5 of 5 CONCRETE COMPRESSIVE STRENGTH TEST ENGINEERING, INC. · '8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 12/09/1998 Client No.: 08644025 Report No.: 9833168 Project No.: 43-2333-98 Report Date 01/11/1999 Client: The Beck Group Attn: Gillett 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TX[ PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi ~ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METItOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 1.5 ~ B PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/09/1998 BATCH TIME: 3:54am TIME SAMPLED: 4:30am By: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 461 Alii CONTENT (%): 1.4 PLACEMENT LOCATION: Fair 37 F CONCRETE: 64 F TICKET NO: 1195830 UNIT WEIGHT (pc0: N/A Building Area A (west wing), Level 11, Line I-5.7, A-D, stab REPORT OF TESTS ACCUMULATIVE YARDS: 450 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AG E LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 1 1 5.50 12/11/1998 2 92500 3270 I 2 5.50 12/12/1998 3 108910 3850 1 3 5.50 12/16/1998 7 159240 5630 ! 4 5.50 12/16/1998 7 157110 5560 Average 5600 I 5 5.50 01/06/1999 28 171570 6070 1 6 5.50 01/06/1999 28 178940 6330 Average 6200 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc. 0ILL Page I of 8 .Report No.: 9833168 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE ! 7 5.50 02/03/I 999 56 This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the written approval ofltBC Engineering, Inc. 0ILL Page 2 of 8 .CONCRETE' COMPRESSIVE STRENGTH TES f ENGINF_Tr. RIb~, INC. ..8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 12/09/1998 Client No.: 08644025 Report No.: 9833168 Project No.: 43-2333-98 Report Date 01/11/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TX[ PLANT: 41 SPECIFICATION REQUIREMENTS STRENGT~i: 5000 psi ~ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 3.5 @ C PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/09/1998 BATCH TIME: 5:19am TIME SAMPLED: 6:00am BY: Mike Odom WEATHER CONDITIONS: Fair TEMPERATURE (F) - AIR 35 F CONCRETE: 63 ~ TRUCKNO: 834 TICKETNO: 1195890 A1R CONTENT (%): N/A UNIT WEIGHT (pcfJ: N/A PLACEMENT LOCATION: See page I REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AG E LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 1 5.75 12/11/1998 2 93420 3300 2 2 5.75 12/12/1998 3 109050 3860 2 3 5.75 12/16/I 998 7 162510 5750 2 4 5.75 12/16/1998 7 162120 5730 Average 5740 2 5 5.75 01/06/1999 28 205430 7270 2 6 5.75 01/06/I 999 28 199860 7070 Average 7170 ACCUMULATIVE YARDS: 450 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 0ILL This report is exclusively tbr 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 8 · Report No.: 9833168 H~ CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 2 7 5.75 02/03/1999 56 This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 4 of 8 CONCRETE COMPRE SIVE STRENGTH TES'£ ENGINEERING, 1NC. · ' 89Ol Carpenter Frwy. Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/09/1998 08644025 Report No.: 9833168 Project No.: 43-2333-98 Report Date 01/11/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi ~ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: C.5 ~ 4.5 PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/09/1998 aATCH TIME: 7:04am TIME SAMPLED: 7:40am BY: Mike Odom WEATHER CONDITIONS: Fair TEMPERATURE (F)-AIR 38 F CONCRETE: 66 F TRUCKNO: 835 TICKETNO: 1196017 .AIR CONTENT (%): 1.6 [INIT WEIGHT (pcf): N/A PLACEMENT LOCATION: See page I REPORT OF TESTS ACCUMULATIVE YARDS: 450 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 3 I 5.25 12/11/1998 2 92330 3270 3 2 5.25 12/12/l 998 3 108580 3840 3 3 5.25 12/16/1998 7 160280 5670 3 4 5.25 12/16/1998 7 161140 5700 Average 5690 3 5 5.25 01/06/1999 28 216090 7640 3 6 5.25 01/06/1999 28 215580 7620 Average 7630 OILL This report is exclusively lbr tile use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 5 of 8 · Report No.: 9833168 ~ CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 3 7 5.25 02/03/1999 56 This report is exclusively lbr the use of the clieot indicaled above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 6 of 8 CONCRETE COMPR ,SSIVE STRENGTH TEST ENGINEERING, ~NC. · ' 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 12/09/1998 Client No.: 08644025 Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report No.: 9833168 Project No.: 43-2333-98 Report Date 01/I 1/1999 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TX1 PLANT: 4 I SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair STRENGTH: 5000 psi @ 28 Days TEMPERATURE (F) . AiR 42 F CONCRETE: 66 F SLUMP: 6.0" Max TRUCK NO: 541 TICKET NO: 119620111 AIR: N/A AIR CONTENT (%): N/A [INIT WEIGtIT (pc.f): N/A TEST METHOD: ASTM C~ 143 PLACEMENT LOCATION: ASTM C- 172 See page I ASTM C-39 SAMPLE LOCATION: ¢.7 @ 5.7 PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/09/1998 BATCH TIME: 8:39am TIME SAMPLED: 9:10am BY: Mike Odom REPORT OF TESTS ACCUMULATIVE YARDS: 500 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTtl FRACTURE SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE 4 I 6.25 12/I 1/1998 2 98260 3470 4 2 6.25 12/12/1998 3 104270 3690 4 3 6.25 12/16/1998 7 158930 5620 4 4 6.25 12/16/1998 7 158170 5590 Average 5610 4 5 6.25 01/06/1999 28 205360 7260 4 6 6.25 01/06/1999 28 207500 7340 Average 7300 This report is exclusively lbr 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 7 of 8 ,Report No.: 9833168 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 4 7 6.25 Ail samples taken from DATE TESTED 02/03/1999 hopper. AGE (days) 56 MAXIMUM LOAD (lbs. force) COMPRESSIVE STRENGTH (psi) FRACTURE TYPE Technician: Mike Odom Report Distribution: (I) The Beck Group (I) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (I) The Beck Group Started: 2:30am (1) The Beck Group (I) Dalcao, Inc. Finished: 1 l:00am 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 the written approval oFHBC Engineering, Inc. 0ILL Page 8 of 8 'CONCRETE COMPRF; SIVE STRENGTH TESf · 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/29/1998 08644025 Report No.: 9834950 Project No.: 43-2333-98 Report Date 01/11/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 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. PROJECT DATA CONTRACTOR: BECK CONCRETE CLASS: 8208 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/29/I 998 BATCH TIME: 2:34pm PLANT: 41 TIME SAMPLED: 3:25pm BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair STRENGTH: 5000 psi @ 28 Days TEMPE~TURE(F)-AIR 63 F CONCRETE: 69 ~: SLUMP: 6.0" Max TRUCK NO: 803 TICKET NO: 1204096 AIR: N/A AIR CONTENT {%): N/A UNIT WEIGIlT (pc0.: N/A TEST METIlOD: ASTM C- 143 PLACEMENT LOCATION: (I 5) Columns Level III-IV at A,B,C and Lines 2-5 = 15 (A-2 Column not 1) ASTM C- 172 ASTM C-39 SAMPLE LOCATION: D-4 REPORT OF TESTS ACCUMULATIVE YARDS: 35.5 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 1 1 6.50 12/31/1998 2 48570 1720 I 2 6.50 01/02/1999 4 116930 4140 I 3 6.50 01/05/1999 7 140670 4970 I 4 6.50 01/05/I 999 7 141350 5000 Average 4990 1 5 6.50 01/26/1999 28 1 6 6.50 01/26/1999 28 0ILL This report is exclusively for the use of the client indicated above and shall not be reproduced except in lull without the written approval of HBC Engineering, Inc. Page I of 2 Report No.: 9834950 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED I 7 6.50 02/23/1999 AGE (days) 56 MAXIMUM LOAD (lbs. force) COMPRESSIVE STRE[NGTH (psi) FRACTURE TYPE Note: Entrapped air "not apparent" Technician: Mike Odom Report Distribution: (l) The Beck Group (1) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (I) The Beck Group Started: 12:30pm (I) The Beck Group ( I ) Dalcan, Inc. Finished: 5:00pm Vice President This report is exclusively l'or the use ol' the client iodicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 2 of 2 REPORT OF REINFORCING STEEL INSPECTION 890I Ca.'T-~nt~r Ftwy., Suite #100 Dallns, Texns 75247 Date of Service: 01/11/99 Report No.: 9901731 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Project: 1700 Pacific Ave, Suite 3800 Dallas, Texas 75201-4619 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Observe placement of reinforcing for compliance with furnished drawings. PROJECT DATA Drawings Utilized: Locations/Items Inspected: On-site Bay 6, slab-on-grade, south half, northeast quadrant Test Method: Visual Observation REPORT OF INSPECTION ITEMS INSPECTED CORRECT INCORRECT TEMS INSPECTED CORRECT INCORRECT ITEMSINSPECTED CORRECT INCORRECT Placing Drawings Ap~oved X 3ar Length and Shape X Column Tied Property Bar Size X =roper Bar Placement X Ties and Spaces X Bar Grade X =roperty Tied X Stirrup Spacing/Type Rebar Clean X 3owel Ears in Place X Welded Splices Form Clean X ~rober Bar Supports X Mechanical Splices Number of Bars X .apped Splices X Proper Cover X Discrepancies/Comments: Dowels were in place. Reinforcing bar size, numbers and spacing were as per specifications. Technician: M. Odom Started: 10:30 am Stopped: 11:30 am Report Distribution: (1) The Beck Group (1) Gromatzky Dupree & Assoc. (1) Brockette Davis Drake, Inc. (1) The Beck Group (1) The Beck Group I'"~ Engineering, Inc. Eugene Harbour Vice President 309ss ~his repo~ is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC Engineering. Inc. IN-PLACE DENSITY BESTING IBC ENGINEERING, INC. 8901 Carpenter Frwy., Suite #I00 Dallas, Texas 75247 Date of Service: 12/18/1998 Client No.: 08644025 Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report No.: 9834075 Project No.: 43-2333-98 Report Date 01/11/1999 Project: GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: In-place density testing. CONTRACTOR: BECK PROJECT DATA Laboratory Test Method: ASTM D-698 MOISTURE DENSITY RELATIONS: M/D No. Field Test Method: Maximum Description Moisture % Density pcf ASTM D-2922 ASTM D-3017 Project Requirements Moisture Density Dk reddish brown silty clayey safid with gravel 10.0 124.5 FIELD DENSITY TESTS - 1/+3 % 95 % TEST NO M/D MOISTURE TEST LOCATION No. (%) DRY DENSITY DENSITY (pc0 (% nmx) 321 322 323 324 N. Quadrant Parking Subgrade Bay 4, center line between N islands I 13.0 Bay 4, center line between middle islands 1 11.9 Bay 5, center line between N islands 1 12.7 Bay 5, center line between middle islands 1 12.7 Test results on this report meet project specification. 119.8 96 118.7 95 120.2 97 123.1 99 REVISED "Test No." from 1, 2, 3 and 4 to 321, 322, 323 and 324, respectively. Technician: Mike Odom Report Distribution: ( 1 ) The Beck Group (1) Gromatzky Duprec & Assoc. (1) Brockette Davis Drake, Inc. (1) The Beck Group ( I ) The Beck Group ~ Engineer',~,~. Inc Vice President This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wriUen approval of HBC Engineering, Inc. 07SS Page 1 of 1