Verizon-LR 981222IN'PLACE DENSITY I'ESTING
Date of Service:
Client No.:
Client:
12/14/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
IBC
ENGINEF_RII~, INC.
~901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9833615
Project No.: 43-2333-98
Report Date
12/22/1998
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.
Description
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
1
2
See below for description
Dk reddish brown silty clayey
sand w/gravel
10.0 124.5
10.0 124.5
FIELD DENSITY TESTS
-1/+3% 95%
Opt. or above 97%
TEST
NO
M/D MOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pcf) (% max)
312
313
314
315
316
Bidg, E Wing, Subgrade
G at 16, Select fill grade 2 12.8
E.5 at 17, Select fill grade 2 13.1
Parking Area Subgrade
See below for test location I 11.9
See below for test location 1 12.6
See below for test location 1 12.6
Test results on this report meet project specification.
121.4 98
121.2 97
122.7 99
118.9 96
118.4 95
M/D ~1 - Dark reddish brown silty clayey sand w/gravel.
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
Rep~'$rt No.: 9833615
Test Locations for:
#3 - For Placement #3 along building, line F, 100' west of center line fire lane.
#4 - For Placement #3 along building, line E, 50' west of center line fire lane.
#5 - For Placement #3 along center line, north fire lane, 30' west for center
line west fire lane.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
( 1 ) Brockette Davis Drake, Inc.
(|) The Beck Group
(I) The Beck Group
I-~ Engineerin .
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
CONCRETE COMPRESSIVE
Date of Service: 12/08/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TES'i'
-.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9833080
Project No.: 43-2333-98
Report Date
12/22/1998
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
STRENGTtI: 5000 psi ~ 28 Days
SLUMP: 6.0*' Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: HQ 18
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 I 5.75
1 2 5.75
1 3 5.75
I 4 5.75
I 5 5.75
DATE
TESTED
12/15/1998
12/15/1998
01/05/1999
01/05/1999
02/02/1999
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/08/1998 BATCH TIME: 1:28pm
TIME SAMPLED: 2: 10pm BY: Mike Odom
WEATHER CONDITIONS: Fair
TEMPERATURE (F)-AIR 53 F CONCRETE: 71 F
TRUCKNO: 450 TICKETNO: 1195682
AIR CONTENT (%): N/A UNIT WEIGIIT (pcf): N/A
PLACEI~IENT LOCATION:
East wing, Level I-2 Columns ~ E-16, 17, 18 & H-16, 17,18
REPORT OF TESTS
AGE
(days)
28
28
ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
146790 5190
146240 5170
Average 5180
16.5
FRACTURE
TYPE
56
No visual AEA in mix.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 1:00pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 3:30pm
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.
0ILL Page I of I
I ONCRETE COMPRESSIVE STRENGTH TES
ENGINEERING, INC.
· 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/09/1998
Client No.: 08644025
Client: The Beck Group
At-tn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9833168
Project No.: 43-2333-98
Report Date
12/22/1998
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: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: t2/09/1998 BATCH TIME: 3:54am
PLANT: 41 TIME SAMPLED: 4:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTm 5000 psi @ 28 Days TEMPERATURE (F) - AIR 37 F CONCRETE: 64
SLUMP: 6.0" Max TRUCKNO: 461 TIC~TNO: 1195830
AIR: N/A AIR CONTENT (%): 1.4 UNIT WEIGHT (pc0.: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Building Area A (west wing), Level II, Line 1-5.7, A-D, slab
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 1.5 ~ B
REPORT OF TESTS ACCUMULATIVE YARNS: 450
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE 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
I 3 5.50 ! 2/16/1998 7 159240 5630
1 4 5.50 12/16/I 998 7 157 ! 10 5560
Average 5600
1 5 5.50 01/06/I 999 28
1 6 5.50 01/06/1999 28
0ILL
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.
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
I 7 5.50 02/03/1999 56
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.
0ILL Page 2 of 8
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERING, 1NC.
"8901 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
12/22/1998
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
STRENGTIi: 5000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METIIOD: 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:
TEMPERATURE (F) - AIR
TRUCK NO: 834
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Fair
35 F CONCRETE: 63 F
TICKET NO: 1195890
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 450
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTtl FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.75 12/I 1/1998 2 93420 3300
2 2 5.75 12/12/1998 3 109050 3860
2 3 5.75 12/16/1998 7 162510 5750
2 4 5.75 12/16/1998 7 162120 5730
Average 5740
2 5 5.75 01/06/1999 28
2 6 5.75 01/06/1999 28
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.
011,L 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 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 8
CONCRETE COMPRL SIVE STRENGTH TES':a'
ENGINF_Y_RII~, liNC.
-'8901 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
12/22/1998
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/09/1998 BATCHTIME: 7:04am
PLANT: 41 TIME SAMPLED: 7:40am BY: Mike Odom
SPECIFICATION REQmREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 38 F CONCRETE: 66 F
SLUMP: 6.0" Max TRUCK NO: 835 TICKET NO: 1196017
AIR: N/A A1R CONTENT (%): 1.6 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
c.5 @ 4.5
REPORT OF TESTS ACCUMULATIVE YARDS: 450
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTtl
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 I 5.25 12/11/1998 2 92330 3270
3 2 5.25 i 2/12/1998 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
4 6 5.25 01/06/1999 28
FRACTURE
TYPE
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 5 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
4 7 5.25 02/03/1999 56
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.
0ILL Page 6 of 8
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEF_RIb~, INC.
· ~901 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
12/22/1998
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TX[ PLACEMENT DATE: 12/09/1998 BATCH TIME: 8:39am
PLANT: 41 TIME SAMPLED: 9:10am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTIt: 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 42 F CONCRETE: 66 F
SLUMP: 6.0" Max TRUCKNO: 541 TICKETNO: 119620111
AIR: N/A AIR CONTENT (°/o): N/A UNIT WEIGHT {pc0: N/A
TEST METIlOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: C.7 ~ 5.7
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
4 1 6.25 12/11/1998 2 98260
4 2 6.25 12/12/1998 3 104270
4 3 6.25 12/16/1998 7 158930
4 4 6.25 12/16/1998 7 158170
Average
4 5 6.25 01/06/i 999 28
4 6 6.25 01/06/1999 28
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTI1
(psi)
3470
3690
5620
5590
5610
5O0
FRACTURE
TYPE
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 I'nge 7 of 8
Report No.:
9833168
CYLINDER
MARKED
SET NO.
4 7
MEASURED
SLUMP
(inches)
6.25
DATE
TESTED
02/03/1999
AGE
(days)
56
MAXIMUM
LOAD
(lbs. force)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
Ail samples taken from hopper.
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(l) The Beck Group
Started: 2:30am Finished: 1 l:00am I--BC Engineering,
Inc.
(1) The Beck Group
(I) Dalcan, Inc, Eugene Harbour
Vice President
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 8 of 8