Vista Point II-LR050330GEOTECHNICAL AND G R r"l U jc~J
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 84
REPORT DATE: 03-30-05
REG PROJECT NO. 11685
DATE OBSERVED: 03-03-05
TECHNICIAN: P. Becerra
PAGE: 1 of 1
[ Items Observed:
] Paving: 50-92'S, 0-507'from west entrance on
Highway 121.
[ Reference Plans or Notes Used: ] Sheet C5.1
I x 1There were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Mail
Distribution: (1
(1
(1
(1
(1)
Cadence McShane, Corporation/
Mr. Brandon Perdue
Jackson-Shaw Company/
Mr. Christopher Gardner
City of Coppell/
Ms. Beverly Hurtsman
Good Fulton Farrell/Mr. Rick Myers
McHale Engineering/
Mr. Gary McHale
AECC, Inc./Mr. Chad Stephens
Submitted by:
REED ENGINEERING GROUP, LTD.
Odginal Signed By
Ronald F. Reed, P.E.
BW/cn
2424STUTZ DR. * SUITE400 * DALLAS, TX 75235 * TEL[214]3505600" FAX [21413500019
Cylinder Data
Set Cylinder Time of Concrete Air Ticket
No. D Slump Sample Air Temp. Temp. Entrainment Number
1 7485 5.0 7:45AM 46 54 4.0 764349
2 7486 5.0 8:45AM 54 62 4.0 764360
3 7487 5.0 10:00AM 50 68 4.0 764368
4 7488 5.0 11:45AM 59 65 4.0 764382
5 7489 5.0 12:45AM 58 63 4.0 764390
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
(1) McHale Engineering/
Mr. Gary McHale
(1) AECC, Inc./Mr. Chad Stephens
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.MT.
KEA/Inc
GEOTECHN~CALAND ~ I~ ~ I I F:~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD GRADATION TESTS
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montrort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 88
REPORT DATE: 03-30-05
REG PROJECT NO. 11685
TECHNICIAN: R. Whitaker
PAGE: 1 of 1
Specification ]
Sieve Size I Percent Passing (%) I Sieve Size I Percent Passing (%)
1-3/4" 100 3/4" 85
Passing Passing
Date Location 1-3/4" Sieve 3/4" Sieve
03-14-05 Deceleration Ln: 150'N(1) 100 85
Deceleration Ln: 150'N, 120'E(1) 100 86
Approach: 120'S, 90'E(2) 100 85
Approach: 60'N, 30'W(1) 100 86
Comments: Where tested, materials were in compliance with project specifications.
Footnotes:
(1) Measurements referenced from N.W. building corner.
(2) Measurements referenced from S.W. building corner.
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
(1) McHale Engineering/Mr. Gary
McHale
(1) AECC, Inc./Mr. Chad Stephens
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/cn
2424STUTZ DR. · SUITE 400 * DALLAS, TX 75235 * TEL [214] 350 5600 * F^X [214] 3500019
GEOTECHNICALAND G F=;J r--I I I J==
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane Corporation
J Items Observed:
REPORT NO. 90
REPORT DATE: 03-30-05
REG PROJECT NO. 11685
DATE OBSERVED: 03-15-05
TECHNICIAN: C. Johnson
PAGE: 1 of 1
] Paving: 0-630'W, 0-135'E from N.E. corner of Building 2.
Reference Plans or Notes Used: ] Sheet C-2
J x ]There were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Mail
Distribution: (1)
(1)
(1)
(1)
(1)
(1)
Cadence McShane, Corporation/
Mr. Brandon Perdue
Jackson-Shaw Company/
Mr. Christopher Gardner
City of Coppell/
Ms. Beverly Hurtsman
Good Fulton Farrell/Mr. Rick Myers
McHale Engineering/
Mr. Gary McHale
AECC, Inc./Mr. Chad Stephens
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Ronald F. Reed, P.E.
BW/mg
2424STUTZ DR. * SUITE400 · DALLAS, TX75235 ,, TE[[214] 3505600" F^X [21413500019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Vista Point II, Phase I
Highway 12'1 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane Corporation
Proctor ASTM
No. Standard Description
REPORT NO. 91
REPORT DATE: 03-30-05
REG PROJECT NO. 11685
TECHNICIAN: M. Silvia
PAGE: 1 of 1
Optimum Maximum
Mo sture, % Density, PCF
D-698
2 D-698
3 D-698
4 D-698
5 D-698
6 D-698
Dark brown clay
Brown clay w/gravel
Dark brown silty clay
Dark brown clay w/trace of gravel
Dark brown clay (lime-treated)
Dark brown clay lime treated
21.2 99.7
16.3 107.3
20.0 100.4
22.2 95.9
22.3 95.5
22.7 96.4
Test
No. Date
Location
270 03-16-05 Deceleration Lane: 40'E(1)
271 Deceleration Lane: 95'W(2)
Depth J Field Field
Below J
Final S.G. Density Moisture Proctor
(feet) (pct') (%) D
0.0 91.8 24.7 6
0.0 92.6 22.8 6
Compaction
Level (%)
95.2
96.1
Comments: Where tested, materials were in compliance with project specifications.
Footnotes:
(1) Measurements referenced from west end.
(2) Measurements referenced from east end.
Mail
Distribution:
(1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
(1) McHale Engineering/Mr. Gary
McHale
(1) AECC, Inc./Mr. Chad Stephens
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/mg
2424 STUTZ DR. ,, SUITE 400 ,, DALLAS. TX 75235 ,, TEL [214] 3505600 * FAX [214] 3500019
GEOTECHNICALAND ~ F~ r-'l U P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
REPORT NO. 101
REG PROJECT NO. 11685
SAMPLE DATE: 03-30-05
TECHNICIAN: R. Hollings
CONTRACTOR: Cadence McShane Corporation
Location of Sample
Set Number I Location
Quantity Represented
1
2
3
4
Paving: 20'S, 50'W of NW corner of Bldg. 3 20/350
Paving: 45'S, 95'W of NW corner of Bldg. 3 110/350
Paving: 25'S, 180'W of NW corner of Bldg. 3 210/350
Paving: 115'S, 65'W of NW corner of Bldg. 2 310/350
Design Information
Source of Concrete I Mix Identification ] Specified Strength p.s.i.
Southern Star 9339 3500
Test Results
Set Cylinder Age @ Total Load Compressive Average
No. D Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 8348 04-06-05 7 101210 3580
8348 04-27-05 28 120280 4260
8348 04-27-05 28 117530 4160 4210
8348 Hold H
2 8349 04-06-05 7 99740 3530
8349 04-27-05 28 123590 4370
8349 04-27-05 28 120610 4270
8349 Hold H
3 8350 04-06-05 7 89110 3150
8350 04-27-05 28 113440 4020
8350 04-27-05 28 116560 4130
8350 Hold H
4 8351 04-06-05 7 85790 3040
8351 04-27-05 28 105130 3720
8351 04-27-05 28 109440 3870
8351 Hold H
4320
4O8O
3800
2424STUTZ DR. ,. SUITE400 · DALLAS, TX75235 · TEL[214]3505600 ~* F^X [2141350 0019
,~ylinder Data
Set Cylinder Time of Concrete
No. ID Slump Sample Air Temp. Temp.
1 8348 4.0 7:25AM 56 60
2 8349 4,0 8:00AM 60 64
3 8350 4.5 9:25AM 65 68
4 8351 4.5 10:35AM 68 74
Air Ticket
Entrainment Number
4.8 773489
5.4 773499
5.3 773509
5.4 782959
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
(1) McHale Engineering/
Mr. Gary McHale
(1) AECC, Inc./Mr. Chad Stephens
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.M.T.
KEA/Inc