Freeport NIP(7.3)-LR010416 GEOTECHNiCAL and
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
CONTRACTOR: Raymond Construction
Location of Sample
Set Number I Location
REPORT NO. 51
REG PROJECT NO. 7570
SAMPLE DATE: 04-16-01
TECHNICIAN: S. Davis
I Quantity Represented
Piers: F-3, G-3, G-3, J-3 and K-3
10/20
Design Information
Source of Concrete
Potter
Mix Identification
9337
Specified Strength p.s.i.
300O
Test Results
Set Cylinder [
No. ID Date Tested
Age @
Test
6074 04-23-01
6074 05-14-01
6074 05-14-01
6074 Hold
7
28
28
H
I Total Load
lbs.
111470
Compressive I Average
Strength p.s.i. Strength p.s.i.
3940
Cylinder Data
ISet Cylinder ITime °f I
No. ID Slump Sample Air Temp.
1 6074 4.00 11:30AM 65
ConcreteI Air [Ticket
Temp. Entrainment Number
70 N/A 5388
Mail
Distribution:
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC,
Original Signed By
Keith Atkins
KEA/je
2424 StUtZ DR. * SUITE 400 * DALLAS, TX 75235 * TEL [214] 350 5600 * FAX [214] 350 0019
GEOTECHNICAL AND I~ F:~ D I I I==
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
Raymond Construction
REPORT NO. 20
REPORT DATE: 04-16-01
REG PROJECT NO. 7570
TECHNICIAN: B. Steadman &
P. Butler
PAGE: 1 of 2
Proctor ASTM
No. Standard
1 D-698
2 D-698
3 D-698
4 D-698
5 D-698
Description
Optimum Maximum
Moisture, % Density, PCF
Brown clayey sand 10.0 116.5
Reddish brown clay 25.0 94.0
Reddish brown & Light brown clay 22.5 96.0
Reddish brown & Yellowish brown clay 20.0 97.5
Yellowish brown and gray clay w/weathered
shale 30.0 87.0
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
34 03-19-01 Storm: Line ST-5: STA 4.0 90.4 26,5 4/5 97.7
35 Storm: Line ST-5: STA 9.0 90.4 25.4 4/5 97,7
36 Storm: Line ST-5: STA 10.0 88.8 26.1 4/5 96.0
37 Storm: Line ST-5: STA 8.0 880 29.9 4/5 95.1
38 Storm: Line ST-5: STA 7.0 90.9 26.0 4/5 98.2
39 Storm: Line ST-5: STA 6.0 90.2 27.1 4/5 97.5
40 Storm: Line ST-5: STA 5.0 90.0 25.9 4/5 97.3
41 03-21-01 Storm: Line ST-5: STA 3.0 93.4 23.3 4 95.8
42 Storm: Line ST-5: STA 2.0 88.8 27.0 4/5 96.0
43 Storm: Line ST-5: STA 4.0 88.9 27.0 4/5 96.1
44 Storm: Line ST-5: STA 5.0 90.5 28.7 4/5 97.8
45 Storm: Line ST-5: STA 6.0 90.7 28.7 4/5 98.1
46 Storm: Line ST-5: STA 7.0 91.2 25.4 4/5 98.6
47 Storm: Line ST-5: STA 8.0 90.8 26.6 4/5 98.2
48 Bldg Pad: 30'N, 40'E(1) 0.0 87.8 29.0 2 93.4
49 Bldg Pad: 30'N, 180'E(1) 0.0 90.8 28.2 2 96.6
50 Bldg Pad: 30'N, 260'E(1) 0.0 112.5 15.0 1 96.6
51 Bldg Pad: 30'N, 380'E(1) 0.0 107.5 15.7 I 92.3
52 Bldg Pad: 60'N, 380'E(1) 0.0 104.8 20.6 1/3 98.6
53 Bldg Pad: 60'N, 260'E(1) 0.0 94.8 23.5 4 97.2
54 Bldg Pad: 60'N, 180'E(1) 0.0 90.6 26.6 4 92.9
55 Bldg Pad: 60'N, 40'E(1) 0.0 93.5 26.8 3 97.4
56 Bldg Pad: 100'N, 40'E(1) 0.0 88.2 27.0 2 93.8
2424 StUtZ DR. · SUITE 400 ° DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019