Verizon-LR 981217IN-PLACE DENSITY TESTING
IBC
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
12/02/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9832970
Project No.: 43-2333-98
Report Date
12/17/1998
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 Re*quirements
Moisture Density
Dk reddish brown silty clayey
sand w/gravel
10.0 124.5
FIELD DENSITY TESTS
Opt. or above 97%
TEST
NO TEST LOCATION
M/I) MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
Building Area B, Slab-on-Grade
297 At 10/E.5 at Select fill grade
298 At 12/F at Select fill grade
Building Area C, Slab-on-Grade
299 At 13/G at Select fill grade
300 At 13/G.5 at Select fill grade
301 At 14/F at Select fill grade
302 At 14.5/G.5 at Select fill grade
303 At 14/E.5 at Select fill grade
Building Area C
304 Grade beam backfill, line H at 14, 1st lift
305 Grade beam backfill, line H at 16, Final lift
I 11.6 122.3 98
I 12.4 121.8 98
1 12.4 121.9 98
I 13.1 121.6 98
1 10.9 123.2 99
1 13.0 122.2 98
1 12.7 122.0 98
1 11.7 121.9 98
i 11.7 121.1 97
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
07SS Page I of 2
~Report No.: 9832970
Test results on this report meet project specification.
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(i) Brockette Davis Drake, Inc.
(i) The Beck Group
(1) The Beck Group
H~ Engineering, 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
CONCRETE COMPRESSIVE STRENGTH TES£
Date of Service: 11/18/1998
Client No.: 08644025
Report No.: 9831363
Project No.: 43-2333-98
· .8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/17/1998
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
STRENa~: 4000 psi @ 28 Days
SLUMP: 5.5"
AIR: N/A
T~ST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 11/18/1998 BATCH T~E: 2:17pm
T~VmSAMPLED: 3:30pm BY: Del Ratliff
WEATHER CONDITIONS: Warm partly cloudy light wind
TEMPERATURE (F) - AIR 72 F CONCRETE: 77 F
TRUCKNO: 815 TICKETNO: 1183873
AIR CONTENT (%): UNIT WEIGHT (pc/'): N
PLACEMENT LOCATION:
Grade beam on Line E 11.5 to 15.5
SAMPLE LOCATION: 10' S of Line 12/G
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.00
1 2 5.00
I 3 5.00
1 4 5.00
1 5 5.00
DATE
TESTED
11/25/1998
11/25/1993
12/16/1998
12/16/1998
REPORT OF TESTS ACCUmmATIV . YARDS: 10
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 120250 4250
7 122480 4330
Average 4290
28 173430 6130
28 166810 5900
Average 6020
01/13/1999
56
FRACTURE
TYPE
Technician time:
Technician: Del Ratliff
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockettc Davis Drake, Inc.
(!) The Beck Group
See Report %9831290
Started:
(1) Thc Beck Group
(1) Dalcan, Inc.
Finished:
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 thc written approval of HBC Engineering, Inc.
01LL Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TES£
Date of Service: 11/18/1998
Client No.: 08644025
Report No.: 9831290
Project No.: 43-2333-98
-. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/17/1998
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: 5.5"
AIR: MA
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
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
1 5 7.00
DATE
TESTED
11/25/1998
11/25/1998
12/16/1998
12/16/1998
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 (pc0: N/A
Column grade level D/5, D/6, L/9.7, I_J9.3, L/10, F/12
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
28 180090 6370
28 169790 6000
Average 6190
01/13/1999
56
Technician: Del Ratliff
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 2:00pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 4:00pm
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 1 of 1