Vista Point II-LR050126GEOTECHNICAL AND G J==:J I'--I I I ~
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. 61
REG PROJECT NO. 11685
SAMPLE DATE: 01-26-05
TECHNICIAN: Contractor
CONTRACTOR: Cadence McShane Corporation
Location of Sample
Set Number I Location I Quantity Represented
1 Sanitary Sewer Junction Box Top: Line B, STA 0+14 NA
Design Information
Source of Concrete I Mix Identification I Specified Stren~lth p.s.i.
NA NA NA
Test Results
Set Cylinder Age @ Total Load Compressive Average
No. D Date Tested Test lbs. Stren~lth p.s.i. Strength p.s.i.
1 6419 02-02-05 7 117720 4170
6419 02-23-05 28 160770 5690
6419 02-23-05 28 157110 5560 5630
6419 Hold H
Cylinder Data
Set Cylinder Time of Concrete Air Ticket
No. I ID Slump Sample Air Temp. Temp. Entrainment Number
1 6419 NA NA NA NA NA NA
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
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.M.T.
KEA/Inc
2424STUTZ DR. · SUITE400 · DALLAS, TX75235 · TEL[214] 3505600 · F^X [214] 3500019
GEOTECHNICALAND J~ J=:J I'--I I I ~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfod Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
REPORT NO. 62
REG PROJECT NO. 11685
SAMPLE DATE: 01-26-05
TECHNICIAN: F. Thornton, Jr.
CONTRACTOR: Cadence McShane Corporation
Location of Sample
Set Number I Location I Quantity Represented
1 Pier: G-5 10/10
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i.
Southern Star 9337 3000
Test Results
Set Cylinder Age @ Total Load Compressive Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 6405 02-02-05 7 86470 3060
6405 02-02-05 7 88520 3130 3100
6405 02-23-05 28 129640 4590
6405 02-23-05 28 126610 4480 4540
6405 Hold H
Cylinder Data
Set Cylinder Time of Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
6405 5.5 2:45PM 72 66 NA 782279
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
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.MT.
KEA/Inc
2424STUTZ DR. · SUITE400 · DALLAS, TX75235 · TEL[214]3505600 · F^X [21413500019
GEOTECHNICAL AND ~ J:::J I"-1
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
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. 42
REPORT DATE: 01-26-05
REG PROJECT NO. 11685
TECHNICIAN: R. Whitaker
PAGE: 1 of 1
Proctor ASTM Optimum
No. Standard Description Mo sture, %
Maximum
Density, PCF
99.7
107.3
100.4
1 D-698 Dark brown clay 21.2
2 D-698 Brown clay w/gravel 16.3
3 D-698 Dark brown silty clay 20.0
Test
No. Date Location
224 01-12-05 Water Line: 75'N, 60'W(1)
225 Water Line: 77'N, 60'W(1)
226 Water Line: 80'N, 60'W(1
227 Water Line: 82'N, 60'W(1
Depth
Below
Final S. G.
(feet)
4.0
3.0
2.0
1,0
Field Field
Density Moisture Proctor Compaction
(pct') (%) ID Level (%)
94.7 25.3 1 95.0
95.2 24.6 1 95.5
95.6 24.4 1 95.9
95.9 23.0 1 96.2
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Bevedy Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/cn
24245TUTZ DR... SUITE 400 .. DALLAS, TX 75235 ,. TEL [214] 3505600 .. F^X [214] 3500019