Verizon-LR 981023CONCRETE. COMPREffJlVE STRENGTH TES
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/13/1998
Client No.: THE BECK
Report No.: 9827372
Project No.: 43-2333-98
Report Date
10/23/1998
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"
AIR: N/A
~T~OD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier D- 1
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1
2
5.50
5.50
3 5.50
4 5.50
1 5 5.50
Tehnician Time: See
Report
DATE
TESTED
10/20/1998
10/20/1998
11/10/1998
11/10/1998
12/08/1998
#9827371.
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/13/1998 BATCH TIME: 10:16am
TIME SAMPLED: 10:54am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F). AIR
TRUCK NO: 716
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers, see Report O9827371
Clear and Warm
86 F CONCRETE: 80 F
TICKET NO: 1158111
UNIT WEIGHT (PCOL N/A
REPORT OF TESTS
AGE
(days)
7
7
28
56
LOAD
(Ibs.~ec~
108280
106970
Average
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3830
3780
3810
10
FRACTURE
TYPE
Technician: Brian Otis
Report Distribution:
t !~L-The Beck Group
amatzky Dupree & Ast~c.
~,, ~rockette Davis Drake. Inc.
(I) The Beck Group
Started:
(i) Brockette Davis Drake, inc.
(I) Dalcan, lac.
(1) The Beck Group
Finished:
H~ En~c.
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.
01TM Page 1 of 1
CONCRETE COMPR1L SIVE STRENGTH TES '
ENGINEERING, INC.
8901 Carpenter Frwy., Snlte #I00
Dallas, Texas 75247
Date of Service: 10/15/1998
Client No.: THE BECK
Report No.: 9828129
Project No.: 43-2333-98
Report Date
10/23/1998
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"
AIR: N/A
~ ' METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Pier A-7
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.50
1 2 5.50
1 3 5.50
1 4 5.50
1 5 5.50
DATE
TESTED
10/22/1998
10/22/1998
11/12/1998
11/12/1998
12/10/1998
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/15/1998 BATCH TIME: 10:18am
TIME SAMPLED: 11:20am BY: Brian Otis
WEATHER CONDITIONS: Clear, mild
TEMPERATURE (F)- AIR 84 F CONCRETE: 81 F
TRUCKNO: 455 TICKETNO: 1160658
AIR CONTENT (%): N/A UNIT WEIGHT (pcf).: N/A
PLACEMENT LOCATION:
Piers
REPORT OF TESTS
AGE
(days)
28
28
ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
92450 3270
87350 3090
Average 3180
10
FRACTURE
TYPE
56
Technician Time:
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
~"'qrockette Davis Drake,~,gc.
he Beck Group
See Report #9828128
Started:
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished:
H~ E~ng, Inc.
flj¢.~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.
01SS Page I of I
CONCRETE COMPRE 3IVE STRENGTH TES
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/14/1998
Client No.: THE BECK
Report No.: 9828001
Project No.: 43-2333-98
Report Date
10/23/1998
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"
AIR: N/A
'" X~EX}IOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier C- I
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/14/1998 BATCH TIME: 10:19am
TIME SAMPLED: 1 l:30am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 634
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers, see Report #9828000
Clear, mild
83 F CONCRETE: 80 F
TICKET NO: 1159322
UNIT WEIGHT (pcf):. N/A
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
5.75 10/21/1998
5.75 10/21/1998
1 3 5.75 1 i/11/1998
1 4 5.75 11/11/1998
REPORT OF TESTS
AGE
(days)
28
28
MAXIMUM
LOAD
(lbs. force)
100880
99230
Average
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3570
35i0
3540
I0
FRACTURE
TYPE
1 5 5.75 12/09/1998
56
Technician Time: See Report #9828000
Technician: Brian Otis
Report Distribution:
t I)..~he Beck Group
~matzky Dupree & AssOc.
,ockette Davis Drake, Inc.
(1) The Beck Group
Started:
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished:
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, lac.
01SS Page I of 1
tN-PLACE DENSITY TL TING
Date of Service:
Client No.:
Client:
Services:
10/0911998
THE BECK
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
In-place density testing.
Report No.:
Project No.:
Project:
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9827035 Report Date
10/23/1998
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method:
ASTM D-698
MOISTURE DENSITY RELATIONS:
~ No.
Description
Field Test Method:
Maximum
Moisture % Density pcf
ASTM D-2922
ASTM D-3017
Project Requirements
Moisture Density
Dk red bm si cl sa w/gravel
Dk red bm si cl sa w/gravel
10.0 124.5
10.0 124.5
FIELD DENSITY TESTS
-1/+3% 95%
-2/+2% 95%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
103
104
105
106
107
108
109
110
48" Storm Line A
at station 4 + 00. 2nd Lift
at station 3 + 90.
at station 3 + 80.
at station 2 + 00.
at station 1 + 90.
at station 1 + 85.
at station 1 + 70.
3rd Lift
4th Lift
2nd Lift
3rd Lift
4th Lift
5th Lift
at station 1 + 60 6th Lift
W Wing, SW Corner
111 40' E & 75' N, 2nd Lift
112 40' E & 140' N, 2nd Lift
113 40' E & 200' N, 2nd Lift
1 12.4 119.6 96
1 12.0 119.4 96
1 12.1 119.9 96
1 12.1 119.6 96
1 12.3 119.9 96
1 11.9 120.1 97
1 12.2 120.6 97
1 12.1 120.4 97
2 10.9 120.6 97
2 11.2 121.0 97
2 11.0 120.9 97
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.
Pace 1 of 2
Report No.: 9827035
TEST
NO~....
M/D MOISTURE DRY DENSITY DENSITY
TEST LOCATION No. (%) (pcO (% max)
~ 40' E & 250' N, 2nd Lift
E Wing, NW Corner
115 50' E & 20' S, 2nd Lift
116 50' E & 90' S, 2nd Lift
117 50' E & 160' S, 2nd Lift
118 50' E & 240' S, 2nd Lift
8" Water, Line A
at station 1 + 50 4' below grade
119
120 at station 1 + 60
121 at station 1 + 70
122 at station I + 80
123 at station 3 + 00
124 at station 3 + 05
125 at station 3 + 10
126 at station 4 + 50
127 at station 4 + 60
128 at station 4 + 70
Storm Line A
129
130
131
132
133
134
3' below grade
2' below grade
1' below grade
3' below grade
2' below grade
1' below grade
3' below grade
2' below grade
1' below grade
at station 1 + 80, 3' below grade
at station 1 + 85, 2' below grade
at station 1 + 90, 1' below grade
at station 3 + 10, 3' below grade
at station 3 + 20, 2'below grade
at station 3 + 30, 1' below grade
2 11.1 121.3 97
2 11.4 120.9 97
2 11.0 121.5 98
2 10.7 121.9 98
2 11.0 121.1 97
1 10.9 119.9 96
1 10.9 120.1 97
1 10.7 120.8 97
1 10.5 120.6 97
1 11.1 120.4 97
1 10.7 120.0 96
i 10.6 120.6 97
! 11.0 120.8 97
1 10.8 121.0 97
1 10.7 120.9 97
1 10.9 121.1 97
1 10.7 120.9 97
! 10.6 121.4 98
1 11.1 120.9 97
1 10.7 121.0 97
! 10.5 121.4 98
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(1) T~Beck Group
atzky Dupree & Assoe?
,~ette Davis Drake, Inc.
(1) The Beck Group
(1) Brockctte Davis Drake, Inc.
(1) Cooper Excavation
(1) The Beck Group
H~ En~:~, 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 H BC Engineering, Inc.
Pa~e 2 of 2