Callahan-LR030624FAROO CONSULTANTS, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-481 l
Report of
Reinforcing Steel Observation
Client: Bonner Associates
Project: Callahan Addition
Project No.: M02-412
Date of Service: 06-24-03
Locations and Items Observed: Reinforcing steel -walkway along north property line.
Items
Observed .Conforming Items
Observed Confornting Items
Observed Conforming
Placing Drawings Bar Length and Column Ties
*
Yes Yes Properly Tied N/A
A roved
pP Sha e
P and S aced
Baz Size Yes Proper Bar Yes Stirrup Spacing N/A
Placement and T e
Bar Clrade Yes Properly Tied Yes Lapped Splices Yes
Dowel Bars in
Bar Clean Yes
Place yes Welded Splices N/A
Form Clean Yes Proper Baz Yes Mechanical N/A
Su orts Slices
Number of Bazs .Yes Proper Cover Yes
N/A: Indicated not applicable
Remarks: *Utilized site plan dated 6/10/02
Technician: Gary Moore, CET
Checked by:
Respectfully Submitted,
Fargo Consultants Inc.
LIMITATIONS: This report presents tat results (az particular orations noted) based on data obtained from specific sampks sehcted for testing. Fargo Coreul[ants, Inc. assumes no
raponsbgity for variation m quality, performance, fature or conditioru beyond ifs control. Thie report u for the exclusive use of the person(s) to whom d is addrascd and may not be
reproduced except m full without the written approval of Fargo Consultants, Inc.
Environments/ Services ^ Geotechnical Engineering l Construction Materia/s Testing
FAA00 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
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C3 Constructors
111499
84
87
10:50 a.m.
11:52 a.m.
Partly cloudy
North sidewalk
Sample Date: 06-24-03
Project No.: M02-412
CONCRETE SUPPLIER: Redi-Mix
PLANTITRUCK: 1/ 111
MIX ID NUMBER: 916
AIR (%) (ASTM C-773) 4.4
WATER ADDED (gal): 10
SLUMP (inches) (ASTM c-~a3) 4'/~
CONCRETE'CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12' ; 28.27 square inches
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(Pounds) COMPRESSIVE
STRENGTH
(Psl) SPECIFIED COMPRESSIVE
STRENGTH
(PSII
1A 7 7-01-03 91000 3220 3000/28 da s
1 B 28 7-22-03
1 C 28 7-22-03
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 Constructors -Taylor Barnes
Environments/ Services ~ Geotechnica/ Engineering ~ Construction Materia/s Testing
FAROO CONBULTANTa, INC.
11440 Reeder Rd. • Dallas, TX 75229
(214) 352-4100 • Fax (214) 352-4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Bonner Associates
PROJECT: Callahan Addition
Coppell, Texas
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F);
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C3 Constructors
111499
84
87
10:50 a.m.
11:52 a.m.
Partly cloudy
North sidewalk
Sample Date: 06-24-03
Project No.: M02-412
CONCRETE SUPPLIER: Redi-Mix
PLANTITRUCK: 1/ 111
MIX ID NUMBER: 916
AIR (%) (ASTM C-173) 4.4
WATER ADDED (gal): 10
SLUMP (inches) (ASTM c-~a3) 4 %z
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard`6" x 12", 28.27 square inches
CYLINDER
NUMBER AGE
(bays) DATE
TESTED TOTAL LOAD
(Pounds) COMPRESSIVE
STRENGTH
(Psl) SPECIFIED COMPRESSIVE
STRENGTH
(Psl)
1A 7 7-01-03 91000 3220 3000/28 da s
1 B 28 7-22-03 117000 4140
1 C 28 7-22-03 114500 4050
1 D Hold -
Specifiptions: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curin
Technician: Gary Moore, CET
FARGO CONSULTANTS, INC.
Checked By: __k-~
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Constructors -Taylor Barnes
Enuironmenta/ Services ~ Geotechnica/ Engineering /Construction Mate~ia/s Testing