Verizon-LR 981118 (2)IN-PLACE DENSITY I' STING
Date of Service: 11/02/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9830041
Project No.: 43-2333-98
Project: GTE Shared Services
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/18/1998
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:
MfD No.
Description
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Dk reddish brown silty clayey
sand w/gravel
10.0 124.5 -1/+3 95%
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
Telephone Trench Backfill
231 W of W Wing, 30' NW of S end, 3rd lift
232 W of W Wing, 40' NW of S end, 2nd lift
233 W of W Wing, 60' NW of S end, 1st lift
234 W of W Wing, 130' NW of S end, 3rd lift
235 W of W Wing, 140' NW of S end, 2nd lift
236 W of W Wing, 150' NW of S end, 1st lift
1 11.9 119.1 96
1 11.0 120.6 97
1 10.7 120.9 97
1 12.2 118.9 96
1 11.1 120.5 97
1 10.6 120.6 97
Test results on this report meet project specification,
Technician: Tex King
Report Distribution:
(1) The Beck Group
(1) Gromatzky Duprce & Assoc.
'~ Brockette Davis Drake, Inc.
· liThe Beck Group
(1) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(I) The Beck Group
EUgene Harbour
Vice President
This ~port is exclusively for Ihe use of Ihe client indicated above.and shall not be reproduced except in full without the written approval of HBC Engineering, lac.
O/SS , 5 !~: Page lofl , , ;.'* ~,; ....
CONCRETE COMPR ASIVE
Date of Service: 10/29/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TE T'£
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9829477
Project No.: 43-2333-98
Report Date
11/18/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Submitted Cylinders. Ali information other than that related to compressive strength is submitted and
assumed to be correct.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
SLUMP: 5" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETECLASS:
PLACEMENT DATE:
TIME SAMPLED: N/A
1
10/20/1998 BATCH TIME: N/A
BY: Contractor Made
WEATHER CONDITIONS: N/A
TEMPERATURE (F) - AIR N/A F CONCRETE: N/A F
TRUCK NO: N/A TICKET NO: N/A
AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
Meter vaults at Corporate Drive and Highway 121
SAMPLE LOCATION: See below
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
I 1
DATE
TESTED
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
N/A 10/27/1998
7 149140 5270
FRACTURE
TYPE
1 2 N/A 11/17/1998 28
1 3 N/A 11/17/1998 28
1 4 N/A 11/17/1998 28
t 5 N/A 11/17/1998 28
Note: Mark 3, 2 where sampled from vault at 121
vault at Corporate Drive.
Technician: Greg Dimock
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
& , mark
Started: Finished:
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(!) The Beck Group
131190 4640
128940 4560
146570 5180
141070 4990
Average 4840
1,4,5, were sampled from
Eug~e Harbour
Vice President
0ILL
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.
Page 1 of I
CONCRETE COMPRI _,SIVE STRENGTH TEAC?
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/10/1998
Client No.: 08644025
Report No.: 9830515
Project No.: 43-2333-98
Report Date
11/18/1998
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: 4 1
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi ~ 28 Days
SLUMP: 3-5
AIR: N/A
~.~rST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/10/1998 BATCH TIME: 1:26 pm
TIME SAMPLED: 2:50 pm BY: Mario Villanueva
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- AIR 66 F CONCRETE: 75 F
TRUCKNO: 669 TICKETNO: 1179097
AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
1st Level Columns 2/B, 2/C, 3/B, 3/C, 5/B, 5/C
SAMPLE LOCATION: Columns 2/B, 2/C, 5/B
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.00
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
11/12/1998 2 64550
ACCUMULATIVE YARDS: 9
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2280
1 2 5.00
1 3 5.00
1 4 5.00
1 5 5.00
11/17/1998 7 141140
11/17/1998 7 141220
Average
12/08/1998 28
12/08/1998 28
4990
4990
4990
Technician: Mario Villanueva
Report Distribution:
(1) The Beck Group
"'" ) Gromatzky Dupree & Assoc.
) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 2:00 pm Finished: 4:00 pm
(1) Brockettc Davis Drake, Inc.
(1) Dalcan, Inc.
(I) The Beck Group
H~ Eng~~]~lc.
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.
01CR Page I of I