YMCA-LR020109CONCRETE CYLINDER TEST REPORT
Coppell YMCA
146 Town Center Boulevard
Coppell, Texas
REPORTED TO: YMCA of Metropolitan Dallas
601 Akard Street
Dallas, Texas 75201
ATTN: Mr. Todd Baker
CONTRACTOR: Hill & Wilkinson
REPORT NO. 27
REG PROJECT NO. 8524
SAMPLE DATE: 01-11-02
TECHNICIAN: J. Baradziej
Location of Sample
[ SetNumber ,Location1 Grade beamC-2 JQuantityRepresentedl0/20
Design Information
lS°urce °f C°ncrete ILattimore Mix Identification 38 I Specified Strength p.s.i. 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 6363 01-18-02 7 65720 2330
6363 02-08-02 28 88860 3150
6363 02-08-02 28 95780 3390 3270
6363 Hold H
Cylinder Data
Set I Cylinder Time of Concrete Air Ticket
lNo. ID Slump Sample Air Temp. Temp. Entrainment Number
I
6363 4.5 9:10AM 54 58 N/A 7112467
Mail
Distribution: (1) YMCA of Metropolitan Dallas/
Mr. Todd Baker
(1) YMCA of Metropolitan Dallas/
Mr. Curt Hazelbaker
(1) City of Coppell/Mr. Kenneth Griffen
(1) Good Fulton & Farrell/
Mr. Scott Wegener
(1) Hill & Wilkinson/Mr. Lanny Huggins
(1) Dowdey Anderson & Associates/
Mr. Bill Anderson
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
(~t Coppell, Texas
!
REPORTED T(I~ YMCA of ~etropolitan Dallas
~,601 Akar~Y Street
~as,~,~xas 75201
ATTI~. Mr. Todd Baker
REPORT OF FIELD DENSITY TESTS
Coppell YMCA
146 Town Center Boulevard
REPORT NO. 8
REPORT DATE: 01-09-02
REG PROJECT NO. 8524
TECHNICI_C~./~: G. Ortiz
PAGE: 1 of 1
CONTRACTOR: Hill & Wilkinson
Proctor ASTM Optimum ~Maximum
No. Standard Description Moisture, % rDensity, PCF
1 D-698 Reddish brown clayey sand "select" fill 13.0 1160
2 D-698 Reddish brown clayey sand 15.0 112.5
3 D-698 Yellowish brown sandy clay 15.0 110.5
4 D-698 Brown sandy clay 15.0 [ 110.0
5 D-698 Dark brown sandy clay 19.5X 101.5
6 D-698 Light brown sandy clay w/gravel 14.5 110.5~
v
Depth
Below Field Field
Test Final S. G.Density Moisture Proctor ompactioni
No. Date Location (feet) (pcf) ( %) ID Level (%)
10 12-19-01 BIdg Pad: 20'N, 20'E(1) 1.0 106.4 15.3 3 , 96.2
11 Bldg Pad: 45'N, 25'E(1) 1.0 113.1 15.1 1 [ 97.5
12 Bldg Pad: 30'N, 25'E(1) 0.0 107.1 14.9 3 ~, 96.9
13 Bldg Pad: 45'N, 30'E(1) 0.0 114.0 14.4 1 ~.98.2/
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from existing S.E building corner.
Mail
Distribution: (1) YMCA of Metropolitan Dallas/
Mr. Todd Baker
(1) YMCA of Metropolitan Dallas/
Mr. Curt Hazelbaker
(1) City of Coppell/Mr. Kenneth Griffen
(1) Good Fulton & Farrell/
Mr. Scott Wegener
(1) Hill & Wilkinson/Mr. Lanny Huggins
(1) Dowdey Anderson & Associates/
Mr. Bill Anderson
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
2424 STUTZDR. · SUITE 400 · DALLAS, TX75235 J T~L [214] 350 5600 · FAX []:~4] 3500019