Callahan-LR030106FAROO CONBULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Bonner Associates
PROJECT: Callahan Addition
Connell. Texas
Sample Date: 01-06-03
Project No.: M02-412
CONCRETE INFORMATION
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C3 Contractors
103022 CONCRETE SUPPLIER: Redi-Mix
57 PLANTITRUCK: 1/ 106
62 MIX ID NUMBER: 919
3:09 p.m. AIR (%) (ASTM C-231) -
4:05 p.m. WATER ADDED (gal): 0
Partly cloudy SLUMP {inches) (ASrM c-tai) 5
Piers C-4, C.5-4, D-4, E-3.9, E.5-4, E-4.3, E.7-4.3, E.7-1.5, F-2.7, F-3.3, E.8-
2.2, E.6-3, E.5-2, E-1.5, E-1, D-1, D-3, D-2, C.3-2, C.3-3, and C-2
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(Pounds) COMPRESSIVE
STRENGTH
(Psi) SPECIFIED COMPRESSIVE
STRENGTH
(Psi)
1A 7 1-13-03 70000 2480 3000/28da s
1 B 28 2-03-03
1 C 28 2-03-03
1 D Hold --
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curin
Technician: Gary Moore, CET
FARGO CONSULTANTS, INC.
Checked By: ~~
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
Environmental Services / Geotechnica/ Engineering /Construction Materia/s Testing
FAROO CONSULTANTS, INC.
11440 Reeder Rd. ~ Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-451 I
REPORT OF FIELD COMPACTION
Tested For: Bonner Associates
Project: Callahan Addition
Coppell, Texas
Date Performed: 01-06-03
FCI Project No.: M02-412
Density: Per ASTM D-2922
Moisture: Per ASTM D-3017
Test Mode (DT / BS): DT
MOISTURE/DENSITY RELATIONS
Gauge Manuf.: Humboldt
Gauge Model: HS-SOOlEZ
Probe Depth: 6 inches
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
4 Dark Brown Clay and Brown Clay with Calcareous nodules 22.0 101.5
IN-PLACE TEST RESULTS
Test Elevation
or
Location
Proctor
Percent Dry
Density
Percent
No.
Lift No. Moisture
PC Density
St Storm drain, 140' south from north inlet at northwest
61 1 4 21
1 96
6 95
2
corner of east arking . . .
^d Storm drain, 40' south from north inlet at northwest
62 2 4 21.0 98.7 97
2
corner of east arkin .
rd Storm drain, 55' south from north inlet at northwest
63 3 4 21
6 97
4 96
0
comer of east parking . . .
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Gary Moore, CET
Checked By: ~~~
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no rupoasibility for variation in quality
(composition, appearance, perfomance, etc.) or any other failure of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the client's to whom they are addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, ]nc.
Environmental Services ^ Geotechnica/ Engineering ^ Construction Matena/s Testing
FAR.60 CONSIILTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Bonner Associates
PROJECT: Callahan Addition
Co>,pell, Texas
Sample Date: 01-06-03
Project No.: M02-412
CONCRETE INFORMATION
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C3 Constructors
103022 CONCRETE SUPPLIER: Redi-Mix
57 PLANTfTRUCK: 1/ 106
62 MIX ID NUMBER: 919
3:09 p. m. AIR (%) (ASTM C-231) -
4:05 p. m. WATER ADDED (gal): 0
Partly cloudy SLUMP (inches) (ASTM c-~a3) 5
Piers C-4, C.5-4, D-4, E-3.9, E.5-4, E-4.3, E.7-4.3, E.7-1.5, F-2.7, F-3.3, E.8-
2.2, E.6-3, E.5-2, E-1.5, E-1, D-1, D-3, D-2, C.3-2, C.3-3, and C-2
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(Pounds) COMPRESSIVE
STRENGTH
(Psi) SPECIFIED COMPRESSIVE
STRENGTH
(Psi)
1A 7 1-13-03 70000 2480 3000128 da s
16 28 2-03-03 130000 4600
1C 28 2-03-03 128000 4530
1 D Hold -
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curin
Technician: Gary Moore, CET
FARGO CONSULTANTS, INC.
Checked By: ~~~~
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
Environmental Services / Geofechnica/ Engineering ^ Construction Materials Testing
i
FAROO CONBULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
Page I of 3
DRILLED PIER REPORT
Client: Bonner Associates Project: Callahan Addition
Date of Observation: 01-06-03 Project No: M02-412
Concrete Supplier: Redi-Mix Drilling Contractor:Long & Long Pier Driving
Pier No. Shaft
Diameter
in. Depth to
bearing
Material (ft.) Plan
Pier Depth
ft, Total Depth
(ft.) Proper
Alignment
Water Present
Casing Used
A-1 12 N/A 16 17.8 Yes No No
A-2 12 N/A 16 17.5 Yes No No
A-2.5 12 N/A 16 17.9 Yes No No
A-3 12 N/A 16 17.5 Yes No No
A-3.5 12 N/A 16 17.8 Yes No No
A-4 12 N/A 16 17.8 Yes No No
A-4.5 12 N/A 16 17.7 Yes No No
A-5 ] 2 N/A l6 17.6 Yes No No
A-5.5 12 N/A 16 17.5 Yes No No
B-1 12 N/A 16 17.8 Yes No No
B-2 12 N/A 16 17.8 Yes No No
B-3 12 N/A 16 17.8 Yes No No
B-4 12 N/A 16 17.5 Yes No No
B-5 12 N/A 16 17.8 Yes No No
B.5-1 12 N/A 16 ]7.6 Yes No No
C-1 l2 N/A 16 17.6 Yes No No
C-2 l2 N/A 16 17.9 Yes No No
C-4 12 N/A 16 17.6 Yes No No
Remarks: Reinforcing steel was checked an al! piers and found to be in accordnnce with project requirements, unless otherwise noted.
Pier observation was performed in accordance with plan, Skeet no. 1 and 2 prepared by Lnrry Smith Engineers dated 11-27-02.
Pier numbers were assigned on plans at the time ojdrilling.
Bearing Material: N/A Fargo Consultants
Fargo Technician: Gary Moore, CET Checked By
Environments/ Services ~ Geotechnical Engineering ~ Construction Materials resting
FAROO CONSULTANTS, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
DRILLED PIER REPORT
Page 2 of 3
Client: Bonner Associates Project: Callahan Addition
Date of Observation: 01-06-03 Project No: M02-412
Concrete Supplier: Redi-Mix Drilling Contractor:Long & Long Pier Drilling
Pier No. Shaft
Diameter
(in.) Depth to
bearing
Material ft. Plan
Pier Depth
($. Total Depth
~~~) Proper
Alignment
Water Present
Casing Used
C.3-2 ] 2 N/A l6 17.6 Yes No No
C.3-3 12 N/A 16 18.0 Yes No No
C.5-1 12 N/A 16 17.9 Yes No No
C.5-4 12 N/A 16 17.6 Yes No No
D-1 12 N/A ]6 17.8 Yes No No
D-2 12 N/A l6 17.8 Yes No No
D-3 12 N/A 16 17.5 Yes No No
D-4 12 N/A 16 17.8 Yes No No
E-1 12 N/A 16 17.6 Yes No No
E-I.5 12 N/A ]6 17.6 Yes No No
E-2.1 12 N/A 16 17.6 Yes No No
E-3.9 12 N/A 16 17.5 Yes No No
E-4.3 12 N/A l6 17.7 Yes No No
E.5-2 12 N/A 16 17.8 Yes. No No
E.5-4 12 N/A 16 17.8 Yes No No
E.6-3 12 N/A 16 17.8 Yes No No
E.7-LS 12 N/A 16 17.9 Yes No No
E.7-4.3 12 N/A 16 17.9 Yes No No
E.8-2.2 12 N/A I6 ] 7.8 Yes No No
Remarks: Reinforcing steel was checked on alt piers and Jound to be in accordance with project requirements; unless otherwise noted.
Pier observation was performed in accordance with plan, Sheet no. 1 and 2 prepnred by Larry Smith Engineers dated 11-27-02.
Pier numbers were assigned on plans at the time ojdrilling.
Bearing Material N/A Fargo Consultants, Inc.
Fargo Technician: Gary Moore, CET Checked By_~~
Environments/ Services ~ Geofechnica/ Engineering ^ Construction Maleria/s Testing
FAROO CONBULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (2 L4) 352-4811
Page 3 of 3
DRILLED PIER REPORT
Client: Bonner Associates Project: Callahan Addition
Date of Observation: 01-06-03 Project No: M02-412
Concrete Supplier: Redi-Mix Drilling Contractor:Long & Long Pier Drilling
Pier No. Shaft
Diameter
(in.) Depth to
bearing
Material ft. Plan
Pier Depth
(ft. Total Depth
~ft~) Proper
Alignment
Water Present
Casing Used
E.8-3.8 12 N/A 16 17.5 Yes No No
F-2.7 12 N/A 16 17.8 Yes No No
F-3.3 12 N/A 16 17.7 Yes Na No
Remarks: Reinforcing steel was checked on all piers and found to be in accordance with project requirements; unless otherwise noted.
Pier observation wns performed in accordance with plan, Sheet no. 1 and 2 prepared by Larry Smith Engineers doted l1-27-02.
Pier numbers were assigned on plans at the time of drilling.
Bearing Material: N/A Fargo Consultants, C
Fargo Technician: Gary Moore, CET Checked By
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
Environmental Services / Geotechnica/ Engineering /Construction Materials Testing