Verizon-LR 981130IN-PLACE DENSI. TY q_ STING
..8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/19/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9831496
Project No.: 43-2333-98
Report Date
11/30/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
cot, raAcrog: 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
1
2
Dark reddish brown silty sandy 10.0 124.5
clayey sand with gravel 0.0 0.0
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO
M/D MOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pcf) (% max)
271
272
Parking Area
90' W of W side firelane, cl Bldg. A 1 10.1
60' W of W side firelane, cl Bldg. A 1 11.3
Test results on this report meet project specification.
124.3 100
118.6 95
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
(I) Brockette Davis Drake, Inc.
(!) Cooper Excavation
(1) The Beck Group
~ En~g, 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.
07TMP Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TE
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/18/1998
Client No.: 08644025
Report No.: 9831290
Project No.: 43-2333-98
Report Date
11/30/1998
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: 5000 psi ~ 28 Days
SLUMP: 5.5"
AIR: MA
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9208
PLACEMENT DATE: 11/18/1998 BATCH TIME: 2:02pm
TIME SAMPLED: 3:00pm By: Del Ratliff
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 724
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Warm cloudy, light wind
73 F CONCRETE: 78 F
TICKet NO: 1183856
UNIT WEIGHT (pcf): N/A
Column glade level D/5, D/6, [29.7, [29.3, L/10, Fl12
SAMPLE LOCATION: Column L/9.7
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 7.00
1 2 7.00
1 3 7.00
1 4 7.00
DATE
TESTED
11/25/1998
11/25/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 7.50
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
7 149300 5280
7 148410 5250
Average 5270
12/16/1998
12/16/1998
28
1 5 7.00
01/13/1999
56
Technician: Del Ratliff
Report Distribution:
(1) The Beck Group
(1) Gmmatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 2:00pm
(1) Brockette Davis Drake, inc.
(1) Dalcan, Inc.
(l) The Beck Group
Finished: 4:00pm
~ Engine.
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 I of I
CONCRETE COMPRESSIVE STRENGTH TE
Date of Service: 11/18/1998 Report No.: 9831363
Client No.: 08644025
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/30/1998
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 flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLXSS: 9508
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/18/1998 BATCH TIME: 2:17pm
PLANT: 41 TIME SAMPLED: 3:30pm BY: Del Ratliff
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Warm partly cloudy light wind
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 72 V CONCRETE: 77 F
SLUMP: 5.5" TRUCK NO: 815 TICm~T NO: 1183873
AIR: N/A AIR CONTENT (%): UNIT WEIGHT (per): N
'ST METHOD: ASTM C-143 PLACEMENT LOCATION:
Grade beam on Line E 11.5 to 15.5
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 10' S of Line 12/G
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 5.00 11/25/1998 7
1 2 5.00 11/25/1998 7
1 3 5.00 12/16/1998 28
1 4 5.00 12/16/1998 28
1 5 5.00 01/13/1999 56
ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
120250 4250
122480 4330
Average 4290
FRACTURE
TYPE
Technician time: See Report ~9831290
Technician: Del Ratliff
Report Distribution:
(1) The Beck Group
: :) Gromatzky Dupree & Assoc.
~': 'xi) Brockette Davis Drake, Inc.
(!) The Beck Group
Started: Finished:
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
~ Engine'
Eugene Harbour
Vice President
This ~port is exclusively for the use of the client indicated abov9 and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 1
CONCRETE
COMPRESSIVE STRENGTH TE
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service: 11/11/1998
Client No.: 08644025
Report No.: 9830691
Project No.: 43-2333-98
Report Date
11/30/1998
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: 5000 psi ~ 28 Days
SLUMP: 5"
AIR: N/A
~ST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 1st lift of column C/l
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 6.50
1 2 6.50
1 3 6.50
1 4 6.50
l 5 6.50
PROJECT DATA
o~
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/11/1998 BATC}~ TIME: 2:01pm
TIME SAMPLED: 3:lSpm aY: GregDimoek
WEATHER CONDITIONS:
TEMPERATURE (F) - A I R
TRUCK NO: 815
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Clear
64 F CONCRETE: 72
TICKET NO: 1180006
UNIT WEIGHT (pcf): N/A
Columns B/6, C/6, B/l, C/l, D/l, D/2, D/3, D/4 from ground to 2nd Floor
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
11/12/1998 1
11/18/1998 7
12/09/1998 28
12/09/1998 28
01/06/1999 56
81230 2870
158510 5610
10
FRACTURE
TYPE
Concrete was placed
Technician: Greg Dimock
Report Distribution:
(I) The Beck Group
.: :.% ) Gromatzky Dupree & Assoc.
d) Brockette Davis Drake, Inc.
(I) The Beck Group
by bucket and sample was obtained from
Started: 2:30pm Finished: 4:30pm
(1) Brockette Davis Drake, Inc.
(I) Dalcan, Inc.
(1) The Beck Group
concrete truck.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated abox(e and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page I of I
CONCRETE
COMPREI SIVE STRENGTH TES' i
FBC
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/28/1998
Client No.: 08644025
Report No.: 9829318
Project No.: 43-2333-98
Report Date
11/30/1998
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: 3000 psi ~ 28 Days
SLUMP: 5.0" Max.
AIR: N/A
TEST METt~OD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Piers- J-9.3
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.50 11/04/1998
I 2 6.50 11/04/1998
1 3 6.50 11/25/1998
1 4 6.50 11/25/1998
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/28/1998 BATCH TIME: 10:07am
TIME SAMPLED: 11:00am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (g) - AIR
TRUCK NO: 802
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Cloudy-mild
70 F CONCRETE: 78 F
TICKET NO: 1169737
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs. brc~ ~si)
7 96240 3400
7 93080 3290
Average 3350
28 139160 4920
28 136570 4830
Average 4880
1 5 6.50 12/23/1998
56
10
FRACTURE
TYPE
Technician time: See Report #9829317
Sample taken from truck, no water added.
Technician: Brian Otis
Report Distribution:
(!) Th~ Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: Finished:
(!) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
H~
Eugen~-Harbour
Vice President
This report is exclusively for the use of the client indicated abov9 and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.