Coppell CC 1B1-LR010502ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Sfreef Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
Koll Development Company DISTRIBUTION:
KOII Center -Coppell Koll Development Company -James Williams
05/02/01 Hill & Wilkerson, Inc. -Kirk Woltman
C01-0206-032
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction:
Moisture:
Date Tested:
Technician:
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
IN-PLACE TEST R ESUL TS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 1st Sanita sewer line SS-2 at sta 14+00 344 23.5 98.9 -0.4 101.4
2 2nd Sanita sewer line SS-2 at sta 13+00 343 23.6 99.7 + 0.4 100.7
3 1st Sanita sewer line SS-2 at sta 11+50 343 23.9 100.2 + 0.7 101.2
4 2nd Sanita sewer line SS-2 at sta 10+00 343 23.5 98.9 + 0.3 99.9
5 1st Sanita sewer line SS-2 at sta 8+50 343 23.0 99.1 -0.2 100.1
6 2nd Sanita sewer line SS-2 at sta 7+00 343 23.1 100.9 -0.1 101.9
7 1st Sanita sewer line SS-2 at sta 5+50 343 22.9 100.6 -0.3 101.6
8 2nd Sanita sewer line SS-2 at sta 4+00 343 23.9 100.2 + 0.7 101.2
9 1st Sanita sewer line SS-2 at sta 2+50 344 22.9 97.5 -1.0 100.0
10 2nd Sanita sewer line SS-2 at sta 1+00 343 23.2 99.5 + 0.0 100.5
' DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 05/02/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-029 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
Lattimore Materials -Curtis Lee
SPECIFICATIONS PROJECT DATA
Strength (psi):
Slump (in.):
Air Content ('/o):
Concrete Temp (°F):
4000
3
90 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
01 /04/00
FIELD DATA SET #2
Time Batched: _
Air Content: _
Ambient Temp. (°F):
FIELD DATA SET #1
Ticket #: 7100668 Time Batched: 1:45 p.m. Time Sampled: 2:30 p.m.
Slump (in.): 2.50 Air Content: na Unit Weight (pcf):
Conc. Temp. (°F): 78 Ambient Temp. (°F): 81 Yardage (c.y.):
Placement Location: 3 manholes, station 7+00 to station 11+96.05
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Tom Webb
Sunny
Lattimore Materials
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 01/11/00 7 140620 28.27 4970
B 02/01 /00 28 28.27
C 02/01/00 28 28.27
D Hold
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C743, C172, C231 /~ ~~~
i
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results appl only t0 above tests. ALLIANCE GEOTECHNICAL GROUP
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 05/02/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-031 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
Lattimore Materials -Curtis Lee
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 04/24/01
Slump (in.): 3- 5 Sampled By: Duane Vandergriff
Air Content (%): Weather: Sunny
Concrete Temp (°F): Supplier/Mix: Lattimore Materials
FIELD DATA SET #1
Ticket #: 123284 Time Batched: 3:15 p.m. Time Sampled: 4:00 p.m.
Slump (in.): 3.50 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 74 Ambient Temp. (°F): 70 Yardage (c.y.): 2.5
Placement Location: Sanitary sewer line 2, manhole
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #2
Time Batched: _
Air Content: _
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 05/01/01 7 113460 28.27 4010
B 05/22/01 28 28.27
C 05/22/01 28 28.27
D Hold
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed. ~-
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply Only to above tests. ALLIANCE GEOTECHNICAL GROUP
MOISTURE DENSITY RELATIONSHIP REPORT
114
112
110
U
d
N
C
N
V
108
ZAV for
108 Sp.G. _
2.67
104
9 11 13 15 17 19 21
Water content,
Test specification: ASTM D 698-91 Procedure A Standard
Elev/ Classification Nat. %> %<
Depth USCS AASHTO Moist. Sp.G. LL PI No.4 No.200
21 4
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 1 11.4 pcf
Optimum moisture = 15.1 YELLOWISH BROWN SAND WITH
TRACE OF CLAY BALLS & SANDSTONE
Project No. CO1-0206 Client: KOLL DEVELOPMENT COMPANY
Project KOLL CENTER - COPPELL
• Location: RODMAN PIT -GRAPEVINE Remarks:
CO1-0206-20A
`
MOISTURE DENSITY RELATIONSHIP REPORT
ALLIANCE GEOTECHNICAL GROUP AGG
Figure 636