Northlake 635(3)-LR 980305REPORT OF CONCRI .E INSPECTION
Date of Service:
Client No.:
Client:
Services:
03/03/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Concrete inspection
Report No.: 9806367
Project No.: 43-2452.
Project: Coppell i
Belt Lira
Coppell,
On this date, an HBC Engineering technician arrived at above referen~
as scheduled for concrete inspection. Placement had been reschedule,
3/04/98.
Trip Charge: Minimum 2 Hours
Technician: R. oy Montgomery
Report Distribution:
(I) Lincoln Property Company (I) City of Coppell/BIdg. lnsp.
( i ) Butler Construction ( I ) City of Coppell/Constr. lnsp.
(I) O'Brien & Associates
(1) AECC, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced exccpt in full without thc wr
99AK Page 1 of 1
ENGINF_ERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
03/05/1998
3usiness Center II
I Rd. & Lakeshore Dr.
Texas
:ed jobsite
for
~ En~-~ng, Inc.
P~,ul D. Smith, P.E.
Se nior Project Engineer
tten approval of HBC Engineering, Inc.
' iN-PLACE DENSITY
Date of Service: 02/28/1998
.r" STING
Client No.:
Client:
Services:
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
In-place density testing.
Report No.: 9806191
Project No.: 43-2452
Project: Coppell
Belt Lit
Coppell
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: ASTg
MOISTURE DENSITY RELATIONS:
Field Test Method:
ASTI~
ASTg
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
-97
Report Date
03/05/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
i D-698
! D-2922
l D-3017
M/D No. Description
1 Gray limestone
TEST
NO TEST LOCATION
Building D, SE Corner
493 70' north & 60' west, Select, 1st lift
494 70' north & 120' west, Select, 1st lift
495 70' north & 180' west, Select, 1st lift
496 70' north & 240' west, Select, Ist lift
497 70' north & 300' west, Select, 1st lift
498 70' north & 360' west, Select, 1st lift
499 140' north & 370' west, Select, 1st lift
500 140' north & 310' west, Select, 1st lift
501 140' north & 260' west, Select, 1st lift
502 140' north & 200' west, Select, 1st lift
503 140' north & 140' west, Select, 1st lift
504 140' north & 60' west, Select, 1st lift
Maximum
Moisture % Density pcf
16.0 111.5
FIELD DENSITY TESTS
M/D MOISTURE
No. (%)
1 15.3
1 15.9
1 16.3
1 16.0
I 16.4
1 16.1
1 15.9
1 15.4
1 15.7
1 16.3
1 15.9
1 15.7
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w~
Project Requirements
Moisture Density
-2/+2% 95%
DRY DENSITY DENSITY
(pet) (% max)
110.5 99
109.9 99
110.1 99
109.9 99
110.3 99
110.4 99
109.9 99
110.1 99
109.8 99
110.2 99
110.3 99
110.1 99
it~en approval of HBC Engineering, Inc.
07SS Page I of 2
Report No.:
TEST
NO
505
506
507
508
509
510
9806193
TEST LOCATION
M/D
230' north & 70' west, Select, 1st lift
230' north & 140' west, Select, 1st lift
230' north & 210' west, Select, 1st lift
230' north & 280' west, Select, 1st lift
230' north & 350' west, Select, 1st lift
230' north & 400' west, Select, 1st
MOISTURE
(%)
1 15.9
1 16.0
1 15.5
I 15.9
I 16.9
I 15.7
Test results on this report meet project specification.
DRY DENSITY DENSITY
(pcf) (% max)
109.8 99
110.3 99
109.9 99
109.6 98
110.1 99
110.4 99
Technician: Tex King
Report Distribution:
(!) Lincoln Property Company
(1) Butler Construction
(i) O'Brien & Associates
(!) AECC. Inc.
(I) City of Coppell/Bldg. lnsp.
(I) City of Coppell/Constr. lnsp.
Pa]
Set
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writl
En~'~fing, Inc.
fl D. Smith, P.E.
ior Project Engineer
,n approval of HBC Engineering, Inc.
07SS Page 2 of 2
'IN-PLACE DENSITY STING
Date of Service:
Client No.:
Client:
Services:
02/27/1998
52617000
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.
1 Gray limestone
Description
TEST
NO
Building D,
470 NW corner,
471 NW corner,
472 NW corner,
473 NW comer,
474 NW corner,
475 NW corner
476 NW corner
477 NW corner
478 NW corner
479 NW corner
480 NW corner
481 NW corner
07SS
Report No.: 9806112
Project No.: 43-2452-
Project: Coppell
Belt Lin
Coppell,
PROJECT DATA
Laboratory Test Method:
Field Test Method:
ASTM
ASTM
ASTM
Maximum
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
03/05/1998
3usiness Center II
: Rd. & Lakeshore Dr.
Texas
D-698
D-2922
D-3017
Project Requirements
Moisture % Density pcf
16.0 111.5
FIELD DENSITY TESTS
TESTLOCATION
Select
60' S & 50' W, 1st lift
60' S & 100' W, 1 st lift
60' S & 150' W, 1st lift
60' S & 200' W, 1 st lift
60' S & 250' W, 1 st lift
60' S & 300' W, 1st lift
60' S & 350' W, 1st lift
60' S & 400' W, 1st lift
130' S & 400' W, 1st lift
130' S & 350' W, 1st lift
130' S & 300' W, 1st lift
130' S & 250' W, 1st lift
Moisture Density
· 2/+2% 95%
MOISTURE
(./.)
1 16.1
1 16.9
1 17.0
1 16.7
1 16.9
1 16.3
1 15.9
1 16.6
1 16.3
1 16.5
1 16.6
1 16.3
DRY DENSITY DENSITY
(pct) (% max)
108.3 97
108.0 97
108.9 98
108.5 97
109.0 98
108.8 98
108.3 97
108.6 97
108.7 98
108.8 98
108.5 97
108.7 98
This report is cxclusivcly for thc usc of the client indicated above and shall not bc reproduced except in full without thc wri
Page 1 of 2
:ca approval of HBC Engin~ring, Inc.
Report No.: 9806112 ff'~ '~
TEST
NO
482 NW corner,
483 NW corner,
484 NW corner,
485 NW corner.
486 NW corner.
487 NW corner.
488 NW comer.
489 NW corner.
490 NW corner.
491 NW corner.
492 NW corner.
130' S
130' S
130'S
130' S
200' S
200' S
200' S
200' S
200' S
200' S
200' S
TEST LOCATION
M/D MOISTURE
No. (%)
200' W, 1st lift I 16.6
150' W, 1st lift 1 · 17.1
100' W, 1st lift 1 16.5
50' W, 1st lift 1 16.3
50' W, 1st lift 1 16.6
100' W, 1st lift 1 16.5
150' W, 1st lift 1 16.9
200' W, 1st lift 1 16.3
250' W, 1st lift 1 17.1
300' W, 1st lift 1 16.3
350' W, 1st lift I 16.4
Test results on this report meet project specification.
DRY DENSITY DENSITY
(PC0 (% max)
108.2 97
109.2 98
107.4 96
108.3 97
108.6 97
108.2 97
106.9 96
108.2 97
108.3 97
107.9 97
108.0 97
Technician: Tex King
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
( I ) City of Coppell/Bldg. Imp.
(I) City of Coppell/Constr. Insp.
Pal
Sen
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~
E~ring, Inc.
ti D. Smith, P.E.
Lot Project Engineer
:n approval of HBC Engineering, Inc.
07SS Page 2 of 2
iN-PLACE DENSITY ?"* STING
Date of Service:
Client No.:
Client:
Services:
02/25/1998
52617000
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
l Light gray, reddish and medium
brown shaley clay
TEST
NO
Building
433 Subgrade
434 Subgrade
435 Subgrade
436 Subgrade
437 Subgrade
438 S ubgrade
439 Subgrade
440 Subgrade
441 Subgrade
442 Subgrade
443 §ubgrade
0755
Report No.: 9805860
Project No.: 43-2452-
Project: Coppell
Belt Lin,
Coppell,
PROJECT DATA
Laboratory Test Method:
Field Test Method:
ASTM
ASTM
ASTM
Maximum
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
O3/05/1998
lusiness Center II
Rd. & Lakeshore Dr.
texas
D-698
D-2922
D-3017
Project Requirements
Moisture %
23.5
Density pcf
98.5
FIELD DENSITY TESTS
TEST LOCATION
D, NE Corner
>rior to select,
~rior to select,
>rior to select,
>riot to select,
3riot to select,
>flor to select,
>rior to select,
~rior to select,
>riot to select,
>riot to select,
>rior to select,
50' south & 50' west
50' south & 100' west
50' south & 150' west
50' south & 200' west
50' south & 250' west
50' south & 300' west
50' south & 350' west
50' south & 390' west
150' south & 400' west
150' south & 350' west
150' south & 300' west
~loisture
No.
MOISTURE
(%)
1 25.9
1 26.1
1 26.0
1 26.3
1 25.7
1 25.9
1 25.6
1 25.9
1 27.1
1 26.7
1 26.6
in. +2%
DRY DENSITY
Density
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writl
Page 1 of 2
93%
DENSITY
(% max)
93.5 95
93.2 95
92.5 94
91.8 93
92.2 94
92.3 94
92.6 94
92.7 94
92.2 94
92.5 94
92.0 93
~'n approval of HBC Engineering, Inc.
Report No.:
TEST
NO
9805860
TEST LOCATION
444 Subgrade prior to select
445 Subgrade prior to select
446 Subgrade prior to select
447 Subgrade prior to select
448 Subgrade prior to select
449 Subgrade prior to select
450 Subgrade prior to select
451 Subgrade prior to select,
452 Subgrade prior to select,
453 Subgrade prior to select,
454 Subgrade prior to select,
455 Subgrade prior to select,
456 Subgrade prior to select,
457 Subgrade prior to select,
458 - Subgrade prior to select,
459 Subgrade prior to select,
460 Subgrade prior to select,
461 Subgrade prior to select,
462 Subgrade prior to select,
463 Subgrade prior to select,
464 Subgrade prior to select,
465 Subgrade prior to select,
466 Subgrade prior to select,
467 Subgrade prior to select,
468 Subgrade prior to select,
469 Subgrade prior to select,
M/D MOISTURE
No. (%)
Technician: Tex King
Report Distribution:
(I) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(1) AECC. Inc.
150' south & 250' west I 26.4
150' south & 200' west I 26.7
150' south & 150' west 1 25.7
150' south & 100' west 1 25.5
150' south & 50' west l 26.1
250' south & 50' west 1 26.9
250' south & 100' west 1 27.3
250' south & 150' west 1 26.7
250' south & 200' west I 26.8
250' south & 250' west 1 25.9
250' south & 300' west 1 26.1
250' south & 350' west 1 26.1
350' south & 400' west 1 26.3
_350' south & 350' west 1 25.9
350' south & 300' west 1 26.2
350' south & 250' west 1 26.9
350' south & 200' west 1 27.1
350' south & 150' west 1 25.9
350' south & 100' west 1 25.7
450' south & 50' west 1 26.1
450' south & 100' west 1 26.3
450' south & 150' west I 26.0
450' south & 200' west 1 26.2
450' south & 250' west 1 25.9
450' south & 300' west 1 25.7
450' south & 350' west 1 26.1
Test results on this report meet project specification.
(I) City of Coppcll/Bldg. Insp.
(I) City of Coppcll/Constr. lnsp.
Pa
Set
This report is exclusively fur thc use of the client indicated above and shall not bo reproduced except in full without the writ~
DRY DENSITY
(~0
E~ring, Inc.
~1 D. Smith, P.E.
ior Project Engineer
DENSITY
(% max)
91.7 93
92.6 94
92.7 94
91.9 93
92.1 94
92.3 94
92.1 94
91.8 93
92.7 94
91.8 93
92.6 94
92.3 94
92.5 94
92.2 94
92.4 94
92.5 94
92.6 94
92.2 94
92.5 94
92.1 94
92.7 94
92.6 94
92.8 94
91.9 93
91.7 93
92.2 94
cn approval of HBC Engineering, Inc.
07SS Page 2 of 2