Northlake 635(3)-LR 980312CONCRETE COMPI SSIVE STRENGTH TEb'r
Date of Service:
Client No.:
Client:
Services:
03/04/1998 Report No.: 980646
52617000 Project No.: 43-245:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project:
Coppel
Belt Lil
Coppel
Obtain samples of fresh concrete at the placement locations, perform requi
corn pressive strength samples. **
SLUMP:
AIR:
TEST METItOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTm 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 11:07 am BY:
WEATHER CoNorrIONS: Cloudy
TEMPERATURE (F} - AIR 62 F
TRUCK NO: 846 TICK
AIR CONTENT (%): N/A v~
PLACEMENT LOCATION:
Piers, Building B
SAMPLE LOCATION: 11-E.5, 1 I-F, 10.5-F
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I 1 5.75 03/11/1998
I 2 5.75 03/11/1998
1 3 5.75 04/01/1998
! 4 5.75 04/01/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 114920
7 113530
Average
28
28
Al
Technician time on report 9806468.
Technician: Brian Otis
Report Distribution:
(I) Liucoln Property Company
(I) Butler Construction
( I ) O'Brien & Associates
( I ) AECC. Inc.
Started:
(I) City of Coppell/Bldg. Insp.
(1) City of Coppell/Constr. lnsp.
Finished:
9
~,-97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/12/1998
Business Center II
le Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 10:33 am
5rian Otis
windy
:ONCRETE: 70 F
:~T NO: 651626
IT WEIGHT (pcf): N/A
.~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
4060
4010
4040
I0
FRACTURE
TYPE
This report is exclusively fbr the use of the client indicated above and shall not be reproduced except in full without the wr
Vice President
tten approval of HBC Engineering, Inc.
01AK Page 1 ofl
CONCRETE COMPRi SSIVE STRENGTH TES f
Date of Service:
Client No.:
Client:
02/11/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980477,
Project No.: 43-2452
Project: Coppell
Belt Lin
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform reqm~
compress ive strength samples.* *
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
4-6"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/11/1998
TIME SAMPLED: 10:00 am BY:
WEATHER CONDITIONS: Warm,
TEMPERATURE (F) - AIR 56 F
TRUCK NO: 512 TICm
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
Piers
SAMPLE LOCATION: 1/6
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 5.00
l 2 5.00
1 3 5.00
1 4 5.00
Technician time on report
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
02/18/1998 7 64400
02/18/1998 7 65420
Average
03/11/1998 28 112600
03/11/1998 28 114210
Average
9804773.
A(
Technician: Del Ratliff
Report Distribution:
(I) Lincoln Property Company
( 1 ) Butler Construction
(t) O'Brien & Associates
(1) AECC. Inc.
Started: Finished:
(I) City of Coppell/Bldg. Insp.
( l ) City of Coppell/Constr. Insp.
This report is exclusively/hr the use of the client indicated above and shall not be reproduced except in full without the wr
-97
ENGINF_ERI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/12/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCHTIME: 9:10 am
)el Ratliff
artly cloudy, windy
ONCRETE: 68 F
:TNO: 637173
[T WEIGHT (pc0: N/A
iCUMULATIVE YARDS: 20
COMPRESSIVE
STRENGTH
(psi)
2280
2310
2300
3980
4040
4010
FRACTURE
TYPE
Engin c.
Eugen
Vice President
tten approval of HBC Engineering, Inc.
01AK Page 1 of I
'- REPORT OF DRILLL' PIER INSPECTION
99M~
Date of Service: 03/03/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services: Drilled pier inspection
Report No.: 98063
Project No.: 43-24~
Project: Coppe
Belt D
Coppe
On this date, an HBC Engineering technician arrived at the above re
jobsite as scheduled for drilled pier inspection. See attached she
recorded data.
NOTE: Final depth from existing grade depending on water
table and/or depth to bearing stratum.
Technician time: 6:30 am to 6:00 pm
Technician: Brian Otis
Report Distribution:
(1) Lincoln Prop~ty Cam~my
(1) Buf~ Cc~Cmc[ic~
(1) O'Bn'm & A~xiates
(I) AECC, Inc.
(1) City ff Cq~pdl/Bldg. Imp.
(1) City ffCoppell/Cen~. Insp.
This report is exclusively t~' the use of the client indicated above and d~a!! net be reproduced ~eept in full without the w~
Page 1 of I
8901 Carpentmr Frwy., SuRe #100
Dallas, Texas 75247
55 Report Date
03/12/1998
;2-97
Business Center il
~e Rd. & Lakeshore Dr.
Il, Texas
lng, Inc.
'aul D. Smith, P.E.
mior Proje~ Engineer
en approval ofHBC gnginearing. Inc.
ferenced
ets for
n,'
LU
ILl
LLI
0
0
LU
LU
LLI
LU
0
W
~ 0
O0 ~
0
Z
O.
IN-PLACE DENSITY fiSTING
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
03/03/1998
52617000
Report No.:
Project No.: 43-2452
.97
Report Date
03/12/1998
Client:
Services:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
In-place density testing.
CONTRACTOR: Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No.
Description
1 Gray limestone
Project: Coppell
Belt Lit
Coppell
TEST
NO
TEST LOCATION
Bldg A, E half, SE Corner
524 Final; 40'W + 60'N
525 Final, 40'W + 120~N
526 Final, 40'W + 180~N
527 Final, 40'W + 240~
528 Final, 40'W + 300'N
529 Final, 40'W + 340~
530 Final, 40'W + 400~
531 Final, 40'W + 420'N
Technician: Tex King
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(1) O'Brien & Associates
(!) AECC, Inc.
PROJECT DATA
Laboratury Test Method: AST]~
Field Test Method:
Maximum
Moisture % Density pcf
16.0 111.5
ASTI~
ASTI~
FIELD DENSITY TESTS
M/D MOISTURE
No. (%)
1 17.3
1 17.9
1 17.5
1 17.6
1 16.9
1 16.7
1 17.1
1 17.2
Test results on this report meet project specification.
(1) City ofCoppellfBldg, lnsp.
(1) City of Coppell/Conslx. lnsp.
P~
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the wn
Business Center II
~e Rd. & Lakeshore Dr.
Texas
D-698
[D-2922
D-3017
Project Requirements
Moisture Density
+/-2% 95%
DRY DENSITY DENSITY
~c0 (% ma~
109.4 98
108.8 98
109.2 98
108.0 97
110.3 99
108.5 97
109.0 98
108.8 98
~ En~'~ing, Inc.
lul D. Smith, P.E.
nior Project Engineer
tten approval of HBC Engineering, Inc.
07MP Page 1 of I