Northlake 635(3)-LR 980414CONCRETE COMPRESSIVE STRENGTH
Date of Service:
Client No.:
Client:
03/13/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980721
Project No.: 43-245:
Project: Coppell
Belt Lin~
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir
compressive strength samples.* *
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRE'TE CLASS: 9351
PLACEMENT DATE: · 03/13/1998
TIME SAMPLED: 3:15.pm BY: B
WEATHER CONDITIONS: Cloudy,
TEMPERATURE Or) - AIR 56 F O
TRUCK NO: 769 TICKE
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
Piers, Building D
SAMPLE LOCATION: l-B, I-B.4, 1-B.6
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. 0ache0 TESTED
1 1 6.25 03/20/1998
1 2 6.25 03/20/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) Obs. force)
7 86990
7 89670
Average
28 114790
28 116870
Average
1 3 6.25 04/10/1998
1 4 6.25 04/10/1998
Note: Mix used' is for paving.
Technician time on report 9807218.
AC,
Technician: Brian Otis
Report Distribution:
(!) Lincoln Property Company
(!) Butler Construction
(!) O'Brien & Associates
(1) AECC, Inc.
Started: Finished: I-~
(i) City of Coppell/Bldg. Insp.
(1) City of Coppell/Constr. Insp.
This report is exclusively for the use of the client indicated above and shall not be reproduced eXcept in full without the wr
01AK
Page 1 of 1
ENG--, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/14/1998
-97
Business Center H
~' Rd. & Lakeshore Dr.
Texas
field test and cast
BATCH'rIME: 2:20 pm
dan Otis
:ool
)NCRETE: 69 r
r NO: 652463
r WEIOffr (0¢0: N/A
2UMULATIVE YARDS:
~OMPRESSIVE
STRENGTH
3080
3170
3130
4060
4130
4100
10
TYPE
Vice President
~n approval of HBC
Engineering, Inc.
CONCRETE COMPR/ SIVE STRENGTH
Date of Service:
Client No.:
Client:
03/24/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9808036
Project No.: 43-2452-
Project: Coppell
Belt Lin,
Coppell,
Services: Obtain samples &fresh concrete at the placement locations, perform requin
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/26/1998
TIME SAMPLED: 2:30 pm BY: B
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (F) - Am 79 g C~
TRUCK NO: 486 TICKE'
AIR CONTENT (%): 2.5 UNI
PLACEMENT LOCATION:
Paving, main approach between Buildings B &
SAMPLE LOCATION: 5' in (south) from main road
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 I 6.00
1 2 6.00
1 3 6.00
1 4 6.00
Note: Mix 9351
content.
AC4
04/02/1998 7 82630
04/02/1998 7 80850
Average
04/23/1998 28 126140
04/23/1998 28 127810
Average
is specified; Mix 9349 was used. Subcontractor notiJ
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
Started: 3:00 pm Finished: 5:00 pm ~
(1) City of Coppcll/Bldg. lnsp.
(1) City of Coppell/Constr. insp.
(I) Mullen & Powell Technistructures
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr
01AK
Page I of I
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
04/29/1998
3usiness Center II
~ Rd. & Lakeshore Dr.
Texas
field test and cast
BATCH TIME: 2:20 pm
~'ian Otis
,ery windy
~NCRETE: 81 F
rNO: 658798
FWEIGHT (pc0: N/A
D
~UMULATIVE YARDS: 20
.~OMPRESSIVE
STRENGTH
(psi)
2920
2860
2890
4460
4520
4490
~ied of air
FRACTURE
TYPE
lge~'~Harbour
Vice President
Ien approval of HBC
Engineering, Inc.
REPORT OF DRILLff"' BELLED PIER INSPE?FIOi
Date of Service:
Client No.:
Client:
Services:
04/01 / 1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Drilled belled pier inspection.
Report No.: 980866,
Project No.: 43-245~
Project: Coppell
Belt Lit
Coppell
On this date, an HBC Engineering technician arrived at the above ref
jobsite as scheduled for drilled belled pier inspection. See attack
recorded data Building D.
Technician Time:
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(1) AECC, Inc.
6:00am to 6:00pm
(1) City ofCoppell/Bldg. Insp.
(I) City of Coppell/Constr. lnsp.
This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the wri
99MP Page I of 1
ENGINEERING, lNC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
04/14/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
~renced
ed sheets for
Se nior Project Engineer
tten approval of HBC Engineering, Inc.
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II-Building D
Coppell, Texas
43-2452-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9808664
Date of Service: 04/01/1998
Technician: B. Otis
Page: 1 of 4
Pier Identification
Pier Diameter (in.)
Bell Diameter (in.)
Top of Pier Elevation (ft)
1.5-A
24
66.0
96.0
1-A
66.0
96.0
1-A.5
24
66.0
93.5
B-1
54.0
93.5
Req. Depth From Exist. Grade (ft) 12.0 12.0 12.0 12.0
Initial Depth of Pier From Existing
Grade (ft) 13.3 13.8 13.3 13.2
Final Depth of Pier From Existing
Grade (ft)
M-1.5
24
66.0
93.5
12.0
15.2
M-2
54.0
93.5
12.0
14.9
M-2.1
24
54.0
93.5
12.0
14.4
M-2.5
24
60.0
95.0
12.0
14,0
13.4 13.8 13.3 13.3 15.2 14.9 14.4 14,1
Depth From Top of Concrete (ft) 10.9 11.3 10.8 10.8 12.7 13.4 12.9 12.6
Condition of Bottom (wet or dry) DRY DRY DRY DRY DRY DRY DRY DRY
Plumb Within Tolerance (yes or no)
YES
YES
N/A
N/A
6
N/A
N/A
Casing Diameter (in)
Cased Depth (ft)
1-L.5 1-M
24 24
66.0 66.0
93.5 93.5
12.0 12.0
14.5 13.4
14.6 13.4
DRY DRY
YES YES
N/A N/A
N/A N/A
~ 6
6 6
14.58 13.42
07:19 AM 07:28 AM
12:35 PM 01:10 PM
YES
N/A
N/A
6
YES
N/A
6
YES
YES
N/A
N/A
N/A
YE,S
N/A
N/A
N/A
Number of Vertical Bars (ea.)
YES
N/A
N/A [
6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 13.42 13.83 13.25 13.25 15.17 14.92 14,42 12.08
06:47 AM
07:10 AM
12:26 PM
12:12 PM
07:55 AM
01:34 PM
06:55 AM
12:20 PM
Time Drilling Was Completed
06:39 AM
07:45 AM
01:26 PM
Time Concrete Was Placed
12:05 PM
07:36 AM
01:18 PM
08:10 AM
01:42 PM
60.0
95.0
12.0
13.0
13.0
11.5
DRY
YES
N/A
N/A
6
6
11
08:19 AM
01:50 PM
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II-Building D
Coppell, Texas
43-2452-97
Report No.:
Date of Service:
Technician:
Page:
ENGINEERING, INC.
8901 Carpenter Fr~/., Suite # 100
Dallas, Texas 75247
9808664
04/01/1998
B. Otis
2 of 4
Pier Identification
Pier Diameter (in.)
Bell Diameter (in.)
Top of Pier Elevation (ft)
Req. Depth From Exist. Grade (ft)
Initial Depth of Pier From Existing
Grade (ft)
M-4.5 M-5 M-5,5 I M-6 M-6.5
24_ 2~4_ ~4__ l 2_4_ _ . 2~4
60.0 60.0 60.0 60.0 60.0
95.0
12.0
95.0
M-3.5 M-4
24 24
60.O 60.0
95,O 95.O
12.0 12.0
12.8 13.2
12.8 13.2
11.3 11.7
DRY DRY
YES YES
N/A N/A
N/A N/A
6 6
6 6
10.83 11.17
09:00 AM 09:08 AM
02:15 PM 02:21 PM
12.0
95.0
12,0 12.0
95.0 95.0
12,0
11.2 11.4
12.0
M-7.5 I M-8
24 t 24
6~.0-! 6~-.0-
95~.0_ .... 95.0
12.0
12.0
M-8.5
24
60.0
95.0
12.0
12.3 12.8 12.2 11.3 11.5 12.8 11.6
Final Depth of Pier From Existing
Grade (ft) 12.3 12.9 12.3 11.2 11.5 11.3 11.5 12.8 11.7
Depth From Top of Concrete {ft) 10.8 11.4 10.8 9.7 10.0 9.8 10.0 11.3 10.2
Condition of Bottom (wet or dry) DRY DRY DRY DRY DRY DRY DRY DRY DRY
Plumb Within Tolerance (yes or no) YES YE,S YES YES YES YES YES YES YES
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Cased Depth (ft)
N/A
N/A
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 10.25 10.92 10.25 9.17 9,5 9.33 9.5 10.83 9.67
Time Drilling Was Completed 09:18 AM 09:26 AM 09:35 AM 09:43 AM 09:53 AM 10:05 AM 10:14 AM 10:22 AM 10:33 AM
02:55 PM
02:27 PM
03:33 PM
Time Concrete Was Placed
03:17 PM
03:02 PM
02:34 PM
03:10 PM
03:25 PM
03:48 PM
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II-Building D
Coppell, Texas
43-2452-97
Report No.:
Date of Service:
Technician:
Page:
ENGINEERING, INC.
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
9808664
04/01/1998
B. Otis
3 of 4
Pier Identification M-9 M-9.5 M-9.9 M-10
Pier _D_i_am_ eter (_in_.)- ..................... 2_4_ .2.4- ....... 2~4 .... 24
B_e_!! _Diame~te_r !!nj)_ ........... 6_o._o_ .... _6_0:0 ...... 54.0 54.0
M-10.5
24
66.0
M-11
24
66.0
L,5-11
24
66.0
A.1-2
18
36.0
1.1-A.9
18
36.0
F.5-1.1 [ 1.1-G.4
18 ~ 1--8
36.0 ! 36.0
Top of Pier Elevation (ft)
Req. Depth From Exist. Grade (ft)
Initial Depth of Pier From Existing
Grade (ft)
Final Depth of Pier From Existing
Grade (fi)
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
Number of Vertical Bars (ea.)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
95.0 95.0 93.5
12.0 12.0 12.0
93.5
12.0
12.3
93.5
12.0
'¸1
97.5
12.0
95.0
12.0
95.0
12.0
95.0
12.0
12.3 12.0 12.8 12.0 15.0 12.0 13.0 12.9
12.6 12.2 12.8 12.3 12.0 15.0 12.0 13.2 12.9
11.1 10.7 11.3 10.8 9.5 14.5 11.5 12.7 12.4
DRY DRY DRY DRY DRY DRY DRY DRY DRY
YES
N/A
YES
N/A
N/A
93.5 93.5
12.0 12.0
11.8 11.6
11.8 11.7
9.3 9.2
DRY DRY
YES YES
N/A N/A
N/A N/A
6 6
6 6
11.83 11.67
11:36 AM 11:45 AM
04:41 PM 04:48 PM
6
YES
N/A
N/A
YES
N/A
N/A
4
YES
N/A
YES
N/A
N/A
N/A
N/A
YES
N/A
N/A
4 ~
N/A
YES
N/A
N/A
6 6 6 6 6 6 6 6 6
10.58 10.17 10.83 10.33 12 14 11 12.17 11.92
10:45AM 10:57AM 11:15AM 11:27AM 11:53AM 01:05PM 01:55PM 02:08PM 02:20PM
04:56 PM
04:26 PM
04:33 PM
06:25 PM
06:16 PM
06:10 PM
04:20 PM
04:15 PM
06:38 PM
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Pier Identification
Pier Diameter (in.)
ENGINEERI?~, INC.
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
Coppell Business Center II-Building D
Coppell, Texas
43-2452-97
Bell Diameter (in.)
Top of Pier Elevation (ft)
Req. Depth From Exist. Grade (ft)
Initial Depth of Pier From Existing
Grade (fi)
Final Depth of Pier From Existing
Grade (fi)
Depth From Top of Concrete (ft)
Condition of Bottom (wet or d~j)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
RepoR No.:
Date of Se~ice:
Technician:
Page:
9808664
04/01/1998
B. Otis
4 of 4
L.1-1.1
18
L.9-2
18
36.0 36.0
95.0 95.0
12.0 12.0
14.8 14.5
15.0 14.5
14.5 14.0
DRY DRY
YES YES
N/A N/A
N/A N/A
6 6
14 13.5
02:26 PM 02:35 PM
06:45 PM 06:58 PM
~CONCRETE COMPI SIVE STRENGTH
Date of Service: 04/03/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
980887(
43 -2452
Coppell
Belt Lin
Copper
Services: Obtain samples of fresh concrete at the placement locations, perform requh
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
STREN~rm 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 04/03/1998
TIME SAMPLED: 4:45 am BY:
WEATHER CONDITIONS: Clear
TEMPERATURE (F} - AIR 58 F
TRUCK NO: 546 TICKI
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Building D slab, H-J & 1-11
SAMPLE LOCATION: 1.5-1.5
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 4.75 04/10/1998 7 90670
1 2 4.75 04/10/1998 7 90010
Average
1 3 4.75 05/01/1998 28
1 4 4.75 05/01/1998 28
AC
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the wri
01AK Page 1 of 7
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/14/1998
,97
Business Center H
~' Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH'lIME: N/A
~amon Elrod
3NCRET~.: 80
NO: 659202
WEiG~rr (pe0: N/A
CUMULATIVE YARDS: 80
COMPRF.~IVE
STRENGTH
(l~i)
3210
3180
3200
TYPE
aen approval of I-IBC Engineering, Inc.
' CONCRETE COMPIL SIVE STRENGTH
Date of Service: 04/03/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
9808871
43-245~
Coppell
Belt Lit
Coppeli
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTgACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 04/03/1998
TIME SAMPLED: 6:15 am BY:
WEATHER CONDITIONS: Sunny,
TEMPE~,~ta~ ~- AIR 60 P (
TRUCK NO: 758 TICK]
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: I-3
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 4.75 04/10/1998 7 83790
2 2 4.75 04/10/1998 7 77400
Average
2 3 4.75 05/01/1998 28
2 4 4.75 05/01/1998 28
A(
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~
01AK Page 2 of 7
8901 Carpenter Frwy., Suite #100
Dallas, Texa~ 75247
Report Date
04/14/1998
97
Business Center H
.e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 5:53 am
)amon Elrod
:lear
'ONCRETE: 80 F
:T NO: 659212
rr WEIG~rr (oeO: N/A
:CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
~si)
2960
2740
2850
180
TYPE
tten approval of HBC Engineering, [nc.
CONCRETE COMPR,_ SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
04/03/1998 Report No.: 980887(
52617000
Project No.: 43-2452
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lin
Coppell
Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
'CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: 'Pioneer Concrete
PLant: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEME~rr DATE: 04/03/1998
TIME SAMPLED: 7:10am BY: ]'
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 60 F C
TRUCK NO: 749 TICI~
nm co~rr~r (%): N/A UN:
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: H.5-3.5
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
0nches) TESTED (days) Obs. force)
3 1 5.00 04/10/1998 7 77460
3 2 5.00 04/10/1998 7 75280
Average
3 3 5.00 05/01/1998 28
3 4 5.00 05/01/1998 28
AC
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
01AK Page 3 of 7
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
04/14/1998
.97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
~amon Elrod
ONCRETE: 80 F
TNO: 659223
· WEIG~IT~e0: N/A
CUSW't~r~VE YAR~: 280
COMPRESSIVE
STRENGTH
2740
2660
2700
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
'CONCRETE COMPR C"3SIVE STRENGTH
Date of Service: 04/03/1998
Report No.: 980887(
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services:
43-2452
Coppell
Belt Lin
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.* *
8901 Carpenter Frwy~ Suite #100
Dallas, Texas 75247
Butler Construction
Pioneer Concrete
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT: 27
SPECIFICATION REQUIREMENTS
STREN~rH: 4000 psi @ 28 Days
SLUMP: 5"
ntR: N/A
~ST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: H.5/5.5
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
9349
04/03/1998
.97
Report Date
04/14/1998
Business Center H
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
RATCXWM~: N/A
TIME SAMPLED: 8:35 am BY: [ ~amon Elrod
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 71 F C~NC-~t~'r~: 80
TRUCK NO: 749 TICK~ r NO: 659236
Am CONTENT (%): N/A UNIT WEiGrrr (oeO: N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inchea) TESTED
4 1 5.00 04/10/1998
4 2 5.00 04/10/1998
MAXIMUM
AGE LOAD
(days) Obs. force)
7 79740
7 80770
Average
4 3 5.00 05/01/1998 28
4 4 5.00 05/01/1998 28
AC
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the wri
UUMULATIVE YARDS: 380
2OMPRF.~IVE
STRENGTH
2820
2860
2840
TYPE
approval of HBC Engineering, Inc.
01AK Page 4 of 7
'CONCRETE COMPR . SIVE STRENGTH TE '?
Date of Service: 04/03/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9808870
Project No.: 43-2452.
Project: Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
S~NGTtI: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 04/03/1998
TIME SAMPLED: 10:10 am BY: D
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 71 F c(
TRUCK NO: 758 T~CK~'
AIR CONTENT (%): N/A unt
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: I-7.5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inch,) TESTED
5 1 5.00 04/10/1998
5 2 5.00 04/10/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 99370
7 103950
Average
5 3 5.00 05/01/1998 28
5 4 5.00 05/01/1998 28
This t~port is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
01AK Page 5 of 7
8901 Carpenter Fray., Suite #100
Dallas, Texas 75247
Report Date
04/14/1998
97
3usiness Center II
:Rd. & Lakeshore Dr.
Texas
~'d field test and cast
BATCH TIM~: 9:14 am
amon Elrod
~nca~rE: 80 F '
NO: 659250
WEIGHT (PC0: N/A
:UMULATIVE YARDS: 470
,~OMPRgSSIVE
STRENGTI1
(psi)
3510
3680
36O0
TYPE
en approval of HBC Engineering. Inc.
'CONCRETE COMPR r" SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
04/03/1998 Report No.: 980887(
52617000 Project No.: 43-2452
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project:
Coppell
Belt Lin
Coppell
Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
s~mm~rn: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRET~ CLASS: 9349
PLACEMENT DATE: 04/03/1998
TIME SAMPLEO: 11:50 am BY: [
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 74 F C
TRUCK NO: 582
AIR CONTENT (%): N/A UN~
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: I-9
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inch.) TESTED (days) Obs. force)
6 1 5.00 04/10/1998 7 99240
6 2 5.00 04/10/1998 7 100470
Average
6 3 5.00 05/01/1998 28
6 4 5.00 05/01/1998 28
AC
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the writ
01AK Page 6 of 7
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/14/1998
.97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 1 1:20 am
~amon Elrod
~)NCRETE: 80 F
TNO: 659270
T WEIGHT (pcf): N/A
CUMULATIVE YARDS:
2OMPRESSIVE
STRENGTH
(psi)
3510
3550
3530
580
=n approval of HBC Engineering, Inc.
'CONCRETE COMPRi ,SIVE STRENGTH
Date of Service:
Client No.:
Client:
04/03/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9808870
Project No.: 43-2452.
Project: Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir,
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENgTh: 4000 psi ~ 28 Days
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEME~rr DATE: 04/03/1998
TIME SAMPLED: 2:20 pm BY: D
WEATHER CONDITIONS:
TEMPERATURE (F) - Am
TRUCK NO: 762
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page !
Sunny
78 F c~
TICKE'
UNI
SAMPLE LOCATION: H.5-10.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
7 1 5.00
7 2 5.00
7 3 5.00
7 4 5.00
REPORT OF TESTS
DATE
TESTED
04/10/1998
04/10/1998
MAXIMUM
AGE LOAD
(days) 0lA. force)
7 107870
7 111750
Average
05/01/1998
05/01/1998
28
28
AC~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/14/1998
97
3usiness Center II
:Rd. & Lakeshore Dr.
Texas
~'d field test and cast
BATCH TIME: 1:45 pm
amon Elrod
)NCRETE: 80 F
r NO: 659302
WEIGHT (PC0: N/A
UMULATIVE YARDS: 680
2OMPRESSIVE
STRENGTH
(psi)
381'0
3950
3880
Technician: Damon Elrod
Report Distribution:
(I) Lincoln Property Company
(l) Butler Construction
{i) O'Brien & Associates
(!) AECC, Inc.
01AK
Started: 3:30 am
(l) City of Coppell/BIdg. lnsp.
(I) City of Coppell/Constr. Insp.
Finished: 5:00 pm
Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr
Page 7 of 7
:ugene Harbour
Vice President
~en approval of HBC Enginex~ing, Inc.