Coppell CC 1B1-LR010503ALLIANCE 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: Koli Development Company REPORT DISTRIBUTION:
PROJECT; Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 05/03/01 Hill & Wilkinson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-034 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 (%):
Concrete Temp (°F):
4000
3-5
90 max
Placement Date: 04/25/01
Sampled By: _ Duane Vandergriff
Weather: Sunny
Supplier/Mix: Lattimore Materials
FIELD DATA SET #i
Ticket #: 100285 Time Batched: 2:40 p.m. Time Sampled: 3:15 p.m.
Slump (in.): 3.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 74 Ambient Temp. (°F): 80 Yardage (c.y.}: 3.5
Placement Location: Sanitary sewer manhole 5 at station 2+00
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 (pct):
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 psi FC Notes
1 A 05/02/01 7 94450 28.27 3340
B 05/23/01 28 28.27
C 05/23/01 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
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Street Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: KoII Center -Coppell Koll Development Company -James Williams
REPORT DATE: 05/03/01 Hill & Wilkinson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-042 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIO NS TEST DATA
Compaction: 95 Date Tested: 04/27/01
°/ Moisture: -1 to +4 recnnidan: Duane Vandergriff
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
342 ASTM D 698 Brown Cla 23.5 98.8
346 ASTM D 6s8 Gra & Yellow Brown Cla w/Calcareous Nodules 18.2 108.1
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 1st Sanita sewer SS-5, station 1+50 344 23.2 98.2 -0.7 100.7
2 2nd Sanita sewer SS-5, station 1+50 344 23.5 99.0 -0.4 101.5
3 3rd Sanita sewer SS-5, station 1+50 343 23.2 99.0 + 0.0 100.0
4 1st Sanita sewer SS-5, station 3+00 344 23.4 96.1 -0.5 98.6
5 2nd Sanita sewer SS-5, station 3+00 344 23.5 99.0 -0.4 101.5
6 3rd Sanita sewer SS-5, station 3+00 344 23.1 99.9 -0.8 102.5
7 1st Sanita sewer SS-5, station 4+50 343 23.0 98.1 -0.2 99.1
8 2nd Sanita sewer SS-5, station 4+50 343 22.4 100.2 -0.8 101.2
9 3rd Sanita sewer SS-5, station 4+50 343 22.2 100.9 -1.0 101.9
10 1st Sanita sewer SS-5, station 6+00 343 22.9 98.7 -0.3 99.7
11 2nd Sanita sewer SS-5, station 6+00 344 23.1 99.9 -0.8 102.5
12 3rd Sanita sewer SS-5, station 6+00 344 22.9 98.7 -1.0 101.2
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC. kYl lha----
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk
SOIL MOISTURE -DENSITY
Fax 972-444-8893
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 05/03/01
AGG REPORT #: C01-0206-042
DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkinson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 9S
%Moisture: -1 t0+4
Date Tested: 04/27/01
Technician: Duane Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
341 ASTM D 698 Gra ish Brown Cla 23.2 99.0
488 ASTM D 698 Dark Brown Cla 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE °/
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
13 1st Sanita sewer SS-6, station 0+20 343 23.2 99.0 + 0.0 100.0
14 2nd Sanita sewer SS-6, station 0+20 343 22.9 98.7 -0.3 99.7
15 3rd Sanita sewer SS-6, station 0+20 344 23.0 98.1 -0.9 100.6
16 1st Sanita sewer SS-6, station 1+50 342 23.0 97.9 -0.5 99.1
17 2nd Sanita sewer SS-6, station 1+50 343 22.9 98.7 -0.3 99.7
18 3rd Sanita sewer SS-6, station 1+50 343 22.4 100.2 -0.8 101.2
DOES NOT COMPLY W ITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.