Verizon-LR 981231 CONCRETE COMPR JSSIVE STRENGTH f
Date of Service: I1/24/1998
Client No.: 08644025
Report No.: 9831863
Project No.: 43-2333-98
ENGINEERING, INC.
.. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/31/1998
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: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 BATCH TIME: 3:28am
PLANT: 4 ! TIME SAMPLED: 4:00am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE(FI-AIR 62 F CONCRETE: 76
SLUMP: 6.0" Max TRUCKNO: 456 TICKETNO: 1187703
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
ASTM C- 172 sw & West parking area, slab-on-grade thru Line 3, placement # 1
ASTM C-39
SAMPLE LOCATION: Sec below
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 6.25 12/01/1998 7 90360 3200
1 2 6.25 12/01/I 998 7 92280 3260
Average 3230
I 3 6.25 ! 2/22/1998 28 l 12980 4000
I 4 6.25 12/22/I 998 28 115130 4070
Average 4040
i 5 6.25 01/19/1999 56
55O
FRACTURE
TYPE
Sample location: 20' West from centerline firelane inside first driveway, along
centerline driveway.
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.
OILL Page I of 5
CONCRETE COMPRLoSIVE STRENGTH TESi'
ENGINEERING, INC.
..8901 Carpenter Frwy., Shire #100
Dallas, Texas 75247
Date of Service: 11/24/1998
Client No.: 08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/31/1998
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: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 ~ATCHTIME: 4:55am
PLANT: 41 TIME SAMPLED: 5:20am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (I*) - AIR 62 F CONCRETE: 77 F
SLUM}': 6.0" Max TRUCKNO: 456 TICKETNO: 1187779
AIR: N/A Am CONTENT (%): 6.1% UNIT WEIGHT (pc0: N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (iaches) TESTED (days) (lbs. force) (psi)
2 I 4.75 12/01/1998 7 108360 3830
2 2 4.75 ! 2/01 / 1998 7 108090 3820
Average 3830
2 3 4.75 12/22/1998 28 125000 4420
2 4 4.75 12/22/1998 28 123320 4360
Average 4390
2 5 4.75 01/19/1999 56
550
FRACTURE
TYPE
Sample location: Centerline southwest driveway limits, 175' northwest from
centerline firelane.
This report is exclusively tbr the usc 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.:
Client:
11/24/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9831863
Project No.: 43-2333-98
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Report Date
12/31/1998
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: 41
SPECIFICATION REQUIREMENTS
STRENGTlI: 4000 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: 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 v CONCRETE: 74
TICKET NO: I 187873
UNIT WEIGHT (pc0.: N/A
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E 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/I 998 7 104330 3690
Average 3720
3 3 5.25 12/22/1998 28 124720 4410
3 4 5.25 12/22/1998 28 122110 4320
Average 4370
3 5 5.25 01/19/1999 56
55O
FRACTURE
TYPE
Sample location: 40' South and 10' west from northeast corner paving placement
#1.
This report is exclusively for the usc 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 5
CONCRETE COMPREoSI STRENGTH TES i'
Date of Service: 11/24/1998
Client No.: 08644025
Report No.: 9831863
Project No.: 43-2333-98
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/31/1998
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: 7:31am
TIME SAMPLED: 8:00am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 453
AIR CONTENT (%): 5.5°~o
PLACEMENT LOCATION:
See page I
Cloudy
62 F CONCRETE: 74 F
TICKETNO: 1188049
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
4 I 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 151660 5360
4 4 4.25 12/22/1998 28 152430 5390
Average 5380
4 5 4.25 01/19/1999 56
FRACTURE
TYPE
Sample location: N/S driveway bay area @ centerline, 30' south form north edge.
This report is exclusively for thc usc 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 5
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERING, INC.
-8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/31/1998
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: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 RATCtt TIME: 8:32am
PLANT: 41 TIME SAMPLED: 9:15am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 70 F CONCRETE: 76+ F
SLUMP: 6.0" Max TRUCK NO: 669 TICKET NO: 1188162
AIR: N/A AIR CONTENT (%): 5.1 o~ UNIT WEIGHT (pelt: 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 YARDS: 580
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
5 1 4.25 12/01/I 998 7 89450 3160
5 2 4.25 12/01/I 998 7 91560 3240
Average 3200
5 3 4.25 12/22/1998 28 132410 4680
5 4 4.25 12/22/1998 28 130090 4600
Average 4640
5 5 4.25 01/19/1999 56
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 Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(l) Thc Beck Group
Started: 2:30am
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 4:30pm
~ Eng~~l~
Eugene Flarbour
Vice President
This reporl is exclusively tbr the usc of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page $ of 5
IN-PLACE DENSITY ESTING
Date of Service:
Client No.:
Client:
11/17/1998
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.: 9831232
Project No.: 43-2333-98
Report Date
12/31/1998
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
See below for description
10.0 124.5
13.0 115.0
FIELD DENSITY TESTS
-1/+3% 95%
- I/+3% 95%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
Grade Beam Backfill
262 Outside, Line 8/A.5, 1st lift
263 Outside, Line J/9.5, 2nd lift
264 Outside, Line 11/E.8, 3rd lift
265 Inside, Line 11/E.3, 1st lift
266 Inside, Line 11/E.5, 3rd lift
1 13.0 118.3 95
2 14.5 115.0 100
1 12.9 118.6 95
1 12.8 119.2 96
2 13.3 111.8 97
Test results on this report meet project specification.
M/D No. 1 - Dark reddish brown silty clayey sand w/gravel
M/D No. 2 - Medium to light brown silty sand w/some sandstone
Technician: Roy Montgomery
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
(1) The Beck Group
Eugene Harbour
Vice President
This report is exclusively for the use &the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07SS Page I of 1
IN-PLACE DENSITY Tr STING
Date of Service:
Client No.:
Client:
11/18/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENG--, [NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9831376 Report Date
12/31/1998
Project No.: 43-2333-98
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:
ASTM D-2922
ASTM D-3017
Maximum Project Requirements
Description Moisture % Density pcf Moisture Density
I Dk reddish brown silty clayey 10.0 124.5 -1/+3% 95%
2 sand w/gravel 0.0 0.0
FIELD DENSITY TESTS
TEST MfD MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Grade Beam Backfill
267 Inside, Line A.8/2, 1st lift 1 13.0 118.6
268 Inside, Line A.5/3, 2nd lift ! 13.0 118.2
269 Inside, Line A.6/2, 3rd lift 1 13.0 118.6
270 Inside, Line C.4/2, 2nd lift i 11.8 121.4
An asterisk (*) appears next to test results which do NOT meet the project specifications.
95
95'
95
98
Technician: Roy Montgomery
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
(1) The Beck Group
~ Engineerin I
Euge~'
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