Verizon-LR 981209IN'PLACE DENSITY T STING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/01/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9832454
Project No.: 43-2333-98
Report Date
12/09/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
cot,rrgncxoR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M/l) No.
Description
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Dark reddish brown silty
clayey sand with gravel
10.0 124.5
FIELD DENSITY TESTS
Opt. or above 97%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
Area A Building Slab-on-Grade
293 At A.5/6.5, Select fill grade
294 At B/7.5, Select fill grade
295 At C.5/7.0, Select fill grade
Area B Grade Beam Backfill
296 Line P between 9.3 and 9.7, 1st lift
297 Line P between 9.3 and 9.7, Final lift
1 12.7 122.3 98
I 13.2 121.7 98
1 12.9 123.4 99
1 13.0 123.1 99
I 13.1 121.4 98
Test results on this report meet project specification.
NOTE: Densities #293 through #295 were reconfirmation tests after rain.
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 2
Report No.:
9832454
Area of grade beam backfill tested had first lift taken out and replaced
correctly with more suitable material for proper moisture content.
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
( I ) The Beck Group
(I) Brockette Davis Drake, Inc.
(I) Cooper Excavation
(I) The Beck Group
~ E~ng, 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.
07SS Page 2 of 2
IN-PLACE DENSITY IESTING
Date of Service:
Client No.:
Client:
11/27/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9832296
Project No.: 43-2333-98
Project: GTE Shared Services
ENGINEERR~, INC.
· .8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/09/1998
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:
Md) No.
Maximum
Description Moisture % Density pcf
Project R~quirements
Moisture Density
1 See below for description 10.0 124.5
2 See below for description 12.5 116.5
FIELD DENSITY TESTS
Opt. or above 97%
Opt. or above 97%
TEST MfD MOISTURE
NO TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pc0 (% max)
Area B/East Passenger Elevator
289 Wall backfill, east, 6' below top 1 13.9
290 Wall backfill, west, 4' below top 1 12.9
291 Wall backfill, east, 2' below top 2 14.7
292 Wall backfill, west, Final lift 1 13.2
Test results on this report meet project specification.
121.9 98
122.4 98
113.9 98
122.7 99
M/D No. 1 - Dark reddish brown silty clayey sand with gravel
M/D No. 2 - Light brown & light gray silty sand with dark gray clay balls
Technician: Mike Odom
Report Distribution:
( 1 ) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
(I) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(1) The Beck Group
H~ ~ng, Inc.
Eugene Harbour
~'~ Vice President
This report is exclusively for the use of thc 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 I't STING
Date of Service: 11/24/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
IBC
ENG~.R~, ~C.
· '8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9831935
Project No.: 43-2333-98
Report Date
12/09/1998
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:
M/D No.
Maximum
Description Moisture % Density pcf
Project R[quirements
Moisture Density
1 Dark reddish brown silty 10.0 124.5
clayey sand w/gravel
FIELD DENSITY TESTS
Opt. or above 97%
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pct') (% max)
Area B
276 Building slab subgrade, A.5 at 7.5 1 10.1
277 Building slab subgrade, B at 6.5 1 10.2
Passenger Elev. Pit Sugrade
278 E side, Bldg Area B, center area, 7' below top 1 11.9
279 W side, Bldg Area B, center W side, 2' below top 1 11.7
280 W side, Bldg Area B, center E side, 1' below top 1 12.0
281 W side, Bldg Area B, center NW side, Final lift I 12.0
282 E side, Bldg Area B, center area, 5'/Final Lift 1 12.2
Test results on this report meet project specification.
123.7 99
123.7 99
123.0 99
121.2 97
122.1 98
121.7 98
121.5 98
Elev. = Elevator
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) Thc Beck Group
(I) Brockette Davis Drake, Inc.
(I) Cooper Excavation
(I) The Beck Group
H~ E~:~ng, 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.
07SS Page 1 of 1
IN-PLACE DENSITY TI STING
IBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/23/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9831742
Project No.: 43-2333-98
Report Date
12/09/1998
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 Re~luirements
Moisture Density
1 See below for description 13.0 115.0
2 See below for description 10.0 124.5
FIELD DENSITY TESTS
Opt. or above 97%
Opt. or above 97%
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pcf) (% max)
Area C, East Side
273 W passenger elevator wall, 6' below top 1 14.9
Area C
274 W passenger elevator wall, 4' below top 2 12.4
Area C, West Side
275 w passenger elevator wall, 4' below top 2 11.6
Test results on this report meet project specification.
111.9 97
120.9 97
121.7 98
M/D No. 1 - Med to it brown silty sand w/some sandstone
M/D No. 2 - Dk reddish brown silty clayey sand w/gravel
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(!) The Beck Group
(I) Brockette Davis Drake, Inc.
(I) Cooper Excavation
(1) The Beck Group
~ E~ring, 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.
07SS Page 1 of 1
IN-PLACE DENSITY TESTING
Date of Service:
Client No.:
Client:
11/12/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
9830819
43-2333-98
IBC
ENGINEERING, INC.
8901CarpenterFrwy.,S~te#100
D~las, Tex~75247
Report Date
12/09/1998
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 Moisture %
Maximum
Density pcf
Project Re4uirements
Moisture Density
1 Dk reddish bm si sa w/gravel 10.0
2 Medium to light brown silty 13.0
sand with some sandstone
124.5
115.0
-1/+3% 95%
-1/+3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pc0 (% max)
Grade Beam Backfill, Inside
258 Line A, 30' W, Line 8, 3rd Lift 1 11.3
259 Line A, 45'E of Line 1, 1st Lift 2 15.1
260 Line A, 70' E of Line 1, 2nd Lift 1 11.3
Footing
261 At Line E.5-11, Final lift 1 11.4
Test results on this report meet project specification.
118.3 95
110.8 96
118.6 95
118.8 95
Technician: Roy Montgomery
Report Distribution:
(1) The Beck Group
(i) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
(1) Thc Beck Group
H~ Eng~nc.
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.
07CR Page 1 of 1
IN-PLACE DENSITY TESTING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/11/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
9830708 Report Date
12/09/1998
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.
Maximum
Description Moisture % Density pcf
Project Requirements
Moisture Density
Dark reddish brown silty
clayey sand
10.0 124.5
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO
M/I} blOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pc0 (% max)
256
257
West Wing
Elevator pit wall backfill, 3' S of wall, 1st lift I 12.8
Elevator pit slab, 3' N of S, 5' W of E, 1st lift 1 11.6
Test results on this report meet project specification.
119.8 96
120.4 97
Technician: Roy Montgomery
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
(1) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(I) The Beck Group
~ E~ring, 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.
07CR Page 1 of 1
IN-PLACE DENSITY TESTING
· 8~01 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/10/1998 Report No.: 9830561 Report Date
12/09/1998
Client No.: 08644025 Project No.: 43-2333-98
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: 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
1 Medium to light brown silty
sand w/some sandstone
Max~um
Moisture % Density pcf
13.0 115.0
FIELD DENSITY TESTS
Project Requirements
Moisture Density
-1/+3% 95%
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pc0 (% max)
W Wing Backfill At Grade Beam
252 35' E of W, 2' outside Line D, 1st lift ! 14.2
253 50' E of W, 2' outside Line D, 2nd lift 1 14.0
W Wing Backfill At Elevator
254 Pit wall, 3' E of E wall, 1st Lift I 15.5
255 Pit wall, 3'S of S wall, 1st Lift 1 14.8
Test results on this report meet project specification.
111.6 97
110.3 96
111.5 97
112.7 98
Technician: Roy Montgomery
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(!) Brockctte Davis Drake, inc.
(1) The Beck Group
(1) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(1) The Beck Group
I-BC E~ing, 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.
07CR Page 1 of I
IN-PLACE DENSITY TESTING
Date of Service:
Client No.:
Client:
11/25/1998
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.: 9832057
Project No.: 43-2333-98
Report Date
12/09/1998
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
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Dark reddish brown silty
clayey sand with gravel
10.0 124.5
FIELD DENSITY TESTS
Opt. or above 97%
TEST
NO TEST LOCATION
Md) MOISTURE DRY DENSITY DENSITY
No. (%) (peO (% max)
Grade Beam Backfill
283 Line E at line 17, 1st lift
28'4 Line E at line 15, 1st lift
285 Line E at line 13, 1st lift
286 Line E at line 16, 2nd/Final lift
287 Line E at line 14, 2nd/Final lift
288 Line E at line 12, 2nd/Final lift
I 13.0 121.7 98
I 11.1 123.1 99
1 12.1 122.0 98
I 12.9 122.0 98
I 12.9 121.8 98
1 13.2 121.8 98
Test results on this report meet project specification.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(l) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
(I) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(1) The Beck Group
~ E~ring, 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.
07SS Page 1 of 1
CO ICRETE COMPRESSIVE 'STRENGTH TES"]t
'~1901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/05/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9830120
Project No.: 43-2333-98
Report Date
12/09/1998
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 east
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/05/1998 BATCHTIME: 6:39am
PLANT: 31 TIME SAMPLED: 7:30am BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cool and cloudy
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)-AIR 58 F CONCRETE: 61
SLUMP: 5.0" Max TRUCKNO: 416 TIOrETNO: 1175956
AIR: N/A AIR CONTENT (%): 4.0% UNIT WEIGHT (peg): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
North side of corporate paving
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 90
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.50 11 / 12/1998 7 124400 4400
1 2 5.50 11/12/1998 7 122550 4330
Average 4370
1 3 5.50 12/03/1998 28 154920 5480
1 4 5.50 12/03/1998 28 156790 5540
Average 5510
Sample location: 130' feet north 180' west of southeast corner , first approach
on Corporate.
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in tull without the written approval of HBC Engineering, Inc.
0iLL Page I of 6
CONCRETE COMPRE sSiVE 'STRENGTH TES'a
Date of Service: 11/05/1998
Client No.: 08644025
Report No.: 9830120
Project No.: 43-2333-98
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/09/1998
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: 31
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
Sec below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/05/1998 BATCH TIME: 7:15am
TIME SAMPLED: 8:30am BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 724
AIR CONTENT (%): 4.3%
PLACEMENT LOCATION:
See page I
Cool and cloudy
58 F CONCRETE: 60 F
TICKET NO: 1176056
UNIT WEIGHT (pcf): N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 150
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.00 11/12/1998 7 122870 4350
2 2 5.00 11/! 2/1998 7 127020 4490
Average 4420
2 3 5.00 12/03/1998 28 160430 5670
2 4 5.00 12/03/1998 28 164480 5820
Average 5750
Sample Location:130' N, 120' west of southeast corner of first approach
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in tull without the written approval of HBC Engineering, Inc.
0ILL Page 2 of 6
CONCRETE COMPRESSIVE STRENGTH TESri
Date of Service: 11/05/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
~901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9830120
Project No.: 43-2333-98
Report Date
12/09/1998
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/05/1998 BATCH TIME: 8:12am
PLANT: 31 TIME SAMPLED: 9:30am BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy and cool
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F}- AIR 56 F CONCRETE: 60 V
SLUMP: 5.0" Max TRUCKNO: 816 TICKETNO: 1176151
AIR: N/A AIR CONTENT (%): 5.0% UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 5.50 11/12/1998
3 2 5.50 11/12/1998
3 3 5.50 12/03/1998
3 4 5.50 12/03/1998
Sample location: 100 feet north, 30
Corporate.
REPORT OF TESTS ACCUMULATIVEYAROS: 230
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (Ibs. brce) (psi) TYPE
7 119460 4220
7 123800 4380
Average 4300
28 149410 5280
28 152270 5380
Average 5330
feet west of southeast of first approach on
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 3 of 6
CONCRETE COMPRESSIVE STRENGTH TES'it
Date of Service: 11/05/1998
Report No.: 9830120
Client No.: 08644025
Project No.: 43-2333-98
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
'~901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/09/1998
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: 4000 psi @ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/05/1998 BATCHTIME: 10:08am
TIME SAMPLED: ll:20am BY: TerryL. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 366
AIR CONTENT (%): 5.1%
PLACEMENT LOCATION:
See page I
mild and cool
39 F CONCRETE: 63 F
TICKET NO: 1176362
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE V^R~S: 70
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.00 11/12/1998 7 108390 3830
4 2 5.00 11/12/1998 7 106240 3760
Average 3800
4 3 5.00 12/03/1998 28 143840 5090
4 4 5.00 12/03/1998 28 142130 5030
Average 5060
Sample location: 40' North, 15' east of southeast corner of first approach on
Corporate.
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 4 of 6
CONCRETE COMPRESSIVE STRENGTH TES"/
Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/05/1998
08644025
The Beck Group
At-tn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9830120
Project No.: 43-2333-98
Report Date
12/09/1998
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: 4000 psi @ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/05/1998 BATCH TIME: 11:43am
TIME SAMPLED: 1:00pm BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 905
AIR CONTENT (%): 5.1%
PLACEMENT LOCATION:
See page I
Cloudy and mild
63 F CONCRETE: 61
TICKETNO: 1176521
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
5 1 5.00
5 2 5.00
5 3 5.00
5 4 5.00
REPORT OF TESTS ACCUMULATIVE YARDS: 150
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
11/12/1998 7 104830 3710
11/12/1998 7 99510 3520
Average 3620
12/03/1998 28 137190 4850
12/03/1998 28 128070 4530
Average 4690
North, 75' east of southwest corner of first approach on
Sample location: 300'
Corporate.
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 5 of 6
CONCRETE COMPRESSIVE STRENGTH TES'I'
Date of Service:
Client No.:
11/05/1998
08644025
Report No.: 9830120
Project No.: 43-2333-98
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/09/! 998
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: 31
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/05/1998 BATCH TIME: 12:32pm
TIME SAMPLED: 2:00pm BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (11) - AIR
TRUCK NO: 480
AIR CONTENT (%): 5.3%
PLACEMENT LOCATION:
See page 1
Cool and cloudy
64 F CONCRETE: 60 F
TICKET NO: 1176599
UNIT WEIGHT (pcf}: N/A
SAMPLE LOCATION: 60' E, 30' s of SE corner of bldg.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
6 1 6.OO
6 2 6.00
6 3 6.00
6 4 6.00
DATE
TESTED
11/12/1998
11/12/1998
12/03/1998
12/03/1998
REPORT OF TESTS ACCUMULATIVE YARNS: 230
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 104470 3690
7 111040 3930
Average 3810
28 156100 5520
28 ! 54400 5460
Average 5490
FRACTURE
TYPE
Technician: Terry L. Smith
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 6:00am
(1) Brockette Davis Drake, inc.
(1) Dalcan, Inc.
(I) The Beck Group
Finished: 4:00pm
Eugene Harbour
Vice President
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 6 of 6
'CONCRETE
COMPRESSIVE STRENGTH TES'i
'~901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 11/24/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/09/1998
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: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/24/1998 CATCH TIME: 3:28am
TIME SAMPLED: 4:00am BY: Mike Odom
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F)-AIR 62 F CONCRETE: 76
TRUCKNO: 456 TICKETNO: 1187703
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
SW & West parking area, slab-on-grade thru Line 3, placement #1
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.25 12/01 / 1998 7 90360 3200
1 2 6.25 12/01/1998 7 92280 3260
Average 3230
1 3 6.25 12/22/1998 28
1 4 6.25 12/22/1998 28
I 5 6.25 01/19/1999 56
Sample location: 20' West from centerline firelane inside first driveway, along
centerline driveway.
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 I of 5
'CONCRETE COMPRESSIVE STRENGTH TESi'
"8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 11/24/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/09/1998
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 BATCH TIME: 4:55am
PLANT: 41 TIME SAMPLED: 5:20am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE(F)-A1R 62 F CONCRETE: 77 F
SLUMP: 6.0" Max TRUCK NO: 456 TICKETNO: 1187779
AIR: N/A AIR CONTENT (%): 6.1°/o UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See below
REPORT OF TESTS ACCUMULATIVE YA~S: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 4.75 12/01/1998 7 108360 3830
2 2 4.75 12/01/1998 7 108090 3820
Average 3830
2 3 4.75 12/22/1998 28
2 4 4.75 12/22/1998 28
FRACTURE
TYPE
2 5 4.75 01/19/1999 56
Sample location: Centerline southwest driveway limits, 175' northwest from
centerline firelane.
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TES'i
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/24/1998
Client No.: 08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/09/1998
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: 4000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Sec below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/24/1998 BATCH TIME: 6:06am
TIME SAMPLED: 6:30am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 462
AIR CONTENT (%): 5.6%
PLACEMENT LOCATION:
See page I
Partly cloudy
62 ~: CONCRETE: 74 F
TICKET NO: 1187873
UNIT WEIGHT (pct): 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 1 5.25 12/01/1998 7 106170 3750
3 2 5.25 12/01/1998 7 104330 3690
Average 3720
3 3 5.25 12/22/1998 28
3 4 5.25 12/22/1998 28
3 5 5.25 01/19/1999 56
550
FRACTURE
TYPE
Sample location: 40' South and 10' west from northeast corner paving placement
#1.
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 Page3 of 5
'CONCRETE COMPRESSIVE'STRENGTH TES'
'8901 Carpenter Fl'wy., Suite gl(N}
Dallas, Texas 75247
Date of Service: 11/24/1998
Client No.: 08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/09/1998
Client: The Beck Group Project:
At-tn: 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: 11/24/1998 BATCHTIME: 7:31am
PLANT: 41 TIME SAMPLED: 8:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (l*)- AIR 62 F CONCRETE: 74 F
SLUMP: 6.0" Max TRUCK NO: 453 TICKETNO: 1188049
AIR: N/A AIR CONTENT (%): 5.5°/o UNIT WEIGHT (pet): N/A
T~ METHOD: AST1V[ C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 4.25 12/01/1998 7 115130 4070
4 2 4.25 12/01/1998 7 113980 4030
Average 4050
4 3 4.25 12/22/1998 28
4 4 4.25 12/22/1998 28
4 5 4.25 01/19/1999 56
Sample location: N/S driveway bay area @ centerline, 30' south form north edge.
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 Page4 of 5
CONCRETE COMPRESSIVE 'STRENGTH TESri
Date of Service: 11/24/1998
Client No.: 08644025
Report No.: 9831863
Project No.: 43-2333-98
~901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/09/1998
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: 4000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/24/1998 BATCH TIME: 8:32am
TIME SAMPLED: 9:15am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 669
AIR CONTENT (%): 5.1%
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
5 1 4.25 12/01/1998 7
5 2 4.25 12/01/1998 7
5 3 4.25 12/22/1998 28
5 4 4.25 12/22/1998 28
Cloudy
70 F CONCRETE: 76+ F
TICKETNO: 1188162
UNITWEIGHT(pe~ N/A
5 5 4.25 01/19/1999 56
MAXIMUM
LOAD
(lbs. ~rce)
89450
91560
Average
ACCUMULATIVE YARDS: 580
COMPRESSIVE
STRENGTH
(psi)
3160
3240
3200
FRACTURE
TYPE
Sample location: Parking area bay 2, 100' from west edge, along centerline.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Duprce & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 2:30am
(1) Brockette Davis Drake, lnc.
(1) Dalcan, Inc.
(I) The Beck Group
Finished: 4:30pm
~ ~-"~ing, 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 5 of 5
CONCRETE COMPRESSIVE STRENGTH TES i
ii901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/10/1998
08644025
Report No.: 9830515
Project No.: 43-2333-98
Report Date
12/09/1998
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: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi ~ 28 Days
SLUMP: 3-5
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C- ! 72
ASTM C-39
SAMPLE LOCATION: Columns 2/B, 2/C, 5/B
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.00
1 2 5.00
1 3 5.00
I 4 5.00
1 5 5.00
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/10/1998 BATCH TIME: 1:26 pm
TIME SAMPLED: 2:50 pm BY: Marlo Villanueva
WEATHER CONDITIONS:
TEMPERATURE (F} - AIR
TRUCK NO: 669
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Clear
66 F CONCRETE: 75
TICKET NO: 1179097
UNIT WEIGHT (pc0: N/A
Ist Level Columns 2/B, 2/C, 3/13, 3/C, 5/[1, 5/C
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
11/12/1998 2 64550
11/17/1998 7 141140
11/17/1998 7 141220
Average
12/08/1998 28 222260
12/08/1998 28 220010
Average
ACCUMULATIVE YARDS: 9
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2280
4990
4990
4990
7860
7780
7820
Technician: Marlo Villanueva
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 2:00 pm Finished: 4:00 pm
(1) Brockette Davis Drake, Inc.
(I) Dalcan, Inc.
(I) The Beck Group
H~ ~ring, Inc.
r/r_Eugene Harbour
Vice President o
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.
01CR Page I of 1