Tennis Ctr Exp-LR110307I nfot7m . on
Professional Service Industries, Inc.
4087 Shilling Way
Kevin Graham
Field Methods:
Dallas, TX 75237
�• T ]�l�
�
ASTM D 698 - 07 (A)
No. F -03307
®1Q1J[R
Gauge Type:
Phone: (214) 330t9211n
EIKJfj}eEN/Nf CiOIISU�IIi� • [f
3430 Serial Number: 28352
Fax: (214) 333 -2853
Field Density Report
Standard Count: Moisture: 652
Report No: FDR:03 1
Issue No: 1
Client: SCHMOLDT CONSTRUCTION
CC: CARY SCHMOLDT
These test results apply only to the specific locations and materials noted
5797 CR 126, SUITE A
CHRIS HOUSE
and may not represent any other locations or elevations. This report may
CELINA, 75009
GEORGE MARSHAL
not be reproduced, except in full, without written permission by
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project: COPPELL TENNIS CENTER
JOHN FIELDER
COPPELL TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue: 3/7/2011
Testing Details
Tested By:
Kevin Graham
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
3/2/2011
Gauge Type:
Troxler
Model Number:
3430 Serial Number: 28352
Test Mode:
Direct Transmission Standard Count: Density: 1934
Standard Count: Moisture: 652
Test Results
rest Material Depth of Test Wet Density Moisture Dry Density Relative Limit
Vo (in) (lb/ft-) Content ( %) (lb/ft') Compaction
M
1 Light Brown Sandy Clay 6 131.6 14.2 115.2 95.8 >_95
Location and Compaction
rest Location MDD Soil ID MDD Method MDD (lb/ft-) OMC ( %)
Vo
3eneral Location: Common Fill Area @ Washout on W -Side of Court 1 & 2
1 90'W of NW Corner of Court # 1 & 2, ELEV: FG 0341284 - 3 - S1 ASTM D 698 - 07 (A) 120.3 11.4
Comments
Form No 110244.V1.00, Report No FDR:0341284 -52 (c) 2000 -2009 QESTLab by SpectraQEST.com Paae 1 of
AFP% n 6
Irnnation
F; TB & On EtV nsult ng • Tes#ing
Concrete Test Report
Client: SCHMOLDT CONSTRUCTION
5797 CR 126, SUITE A
CELINA, 75009
Project: COPPELL TENNIS CENTER
COPPELL, TX
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F -03307
Phone: (214) 330 -9211
Fax: (214) 333 -2853
Report No: CON:0341284 -50 -C1
Issue No: 2
CC: CARY SC HMOLDT
These test results apply only to the specific locations and materials noted
CHRIS HOUSE
and may not represent any other locations or elevations. This report may
Measured Specified
not be reproduced, except in full, without written permission by
GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
5.00
JOHN ELIAS
Flatwork
JOHN FIELDER
2270
LARRY DAVIS
Sample Location
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
8.00
Date of Issue: 3/7/2011
Mix Data
Supplier Lattimore Materials
Mix Identification 5077
Specified Design Strength (psi) 3000 at age 28 days
Details of Sample
Date Sampled
1/29/2011 Date Received 1/31/2011
08:40
Measured Specified
08:40
Time In Truck (mins)
Slump (in)
ASTM C 143
5.00
General Location
Flatwork
Slump w/ plasticizer (in)
2270
N/A
Sample Location
25'S X 10'E of NE Corner of Existing Building
Air Temp ( °F)
8.00
45
Curing Method
Two day Field /Laboratory Cure
Concrete Temp ( °F)
ASTM C 1064
55
Field Sample No
Field Cure Temp ( °F) High
Air Content (%)
ASTM C 231
3.70
Low
Unit Weight (pcf)
ASTM C 138
3270
Contractor
Batch Size (yd 3 )
10
Truck No.
9140 Ticket No. 3288019
Water Added (gal)
Before
Sampled By
Kilev Brown
After
Submitted By
Weather Clear
Est. Wind (mph) Yd Placed 20.0
Est. Rh ( %)
Compressive Strength of Concrete Cylinders
Specimen ID Date Tested Age Dimensions (in) Area (in 2)
(days) Diameter Height
Time Batched
07:55
Time Sampled
08:40
Time Placed
08:40
Time In Truck (mins)
45
ASTM C 39
Type of Ultimate Type of Compressive Required
Cap Load (Ibf) Fracture Strength (psi) Strength (psi)
0341284 -50 -C1 \1
02/05/11
7
4.00
8.00
12.57 U 28800 2
2290
0341284- 50 -C1\2
02/05/11
7
4.00
8.00
12.57 U 28480 2
2270
0341284- 50 -C1 \3
02/26/11
28
4.00
8.00
12.57 U 41490 2
3300 3000
0341284 -50 -C1 \4
02/26/11
28
4.00
8.00
12.57 U 40670 2
3240 3000
Average 28 Day Compressive Strength (psi)
3270
Notes
1.Sampling to ASTM C 172
2.Specimen(s) Prepared to ASTM C 31
3.Capping B= Bonded ASTM C 617, U= Unbonded ASTM C 1231, C = Combined
0 :
Remarks
FailureMode: 2 = C39: Vert crack/ cone opposite end, C1314: Cone & Shear
com
Panes 1 of 1