Callahan-LR030128i--
11440 Reeder Rd. • Dallas, TX 75229
saxao coxsvzxerrxs, rxc' Tel. (214) 352-4100 • Fax (214) 352-4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Bonner Associates
PROJECT: Callahan Addition
Coppell, Texas
Sample Date: 1-28-03
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
104229 CONCRETE SUPPLIER: Redi-Mix
66 PLANT/TRUCK: 11228
69 MIX ID NUMBER: 721
1:55 p.m. AIR (%) (ASTM C-173) -
3:00 p.m. WATER ADDED (gal); 0
Partly cloudy/Windy SLUMP (inches) (ASTM c-143) 4 112
Elevator Shaft Walls (sub-ground floor)
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
(psl)
1A 7 2-4-03 80000 2830 3000128 da s
1B 28 2-25-03 115000 4070
1 C 28 2-25-03 122500 4330
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 ofCoppell -Rick Odell
C3 Constructors -Taylor Barnes
Environmental Services ~ Geotechnica/ Engineering ^ Construction Materials Testing
i
FAR.00 CONBULTANTa, 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
Coopell, Texas
Sample Date: 1-28-03
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
104229 CONCRETE SUPPLIER: Redi-Mix
66 PLANTITRUCK: 1/228
69 MIX ID NUMBER: 721
1:55 p.m. AIR (%) (ASTM C-173) -
3:00 p.m. WATER ADDED (gal): 0
Partly cloudy/ Windy SLUMP (inches) (asTM c-~a3) 4 1/2
Elevator Shaft Walls (sub-ground floor}
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 2-4-03 80000 2830 3000! 28 da s
1 B 28 2-25-03
1 C 28 2-25-03
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
Environmental Services ^ Geotechnica/ Engineering ^ Construction Materials Testing
i
FAfi00 CONBULTANTB, INC,
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
Report of
Reinforcing Steel Inspection
Client: Bonner Associates
Project: Callahan Addition
Locations and Items Inspected: Elevator shaft walls (sub-ground floor)
Project No.: M02-412
Date of Service: 01-28-03
Item Conforming Items Conforming Items Conforming
Observed Observed Observed
Column
Placing Bar Length Ties
Drawings Yes and Shape yes Properly N/A
Approved Tied and
S aced
Stirrup
Bar Size Yes* Pro er Bar yes Spacing and N/A
pla ement T
e
erly a
p
d
Bar Grade Yes Tied yes S
p
e Yes
Bar Clean Yes Dowe] Bars Yes Welded N/A
in Place Slices
Form Clean Yes Proper Bar Yes Mechanical N/A
Su orts Slices
Number of Yes Proper yes
Bars Cover
N/A: Indicated not applicable
Remarks: * Two #3 rebar secured together with tie wire, was installed in lieu of planned #4 rebar.
Approved on 1/27/03 by Mr. Larry Smith with Larry Smith Engineers, requested by Mr. Taylor Barnes
with C3 Constructors. Plans utilized approved date 12/08/02, sheet no. FDN 101.
Technician: Gary Moore, CET
Checked by: ~~
Respectfully Submitted,
Fargo Consultants Inc.
LIMITATIONS: The tut results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition,
appearance, performance, e[c.) 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 us<
of the clirnt's to whom they are addressed and shalt not to reproduced except in full without the written approval of Fazgo Consultants, Inc.
Environments/ Services ~ Geotechnica/ Engineering ~ Construction Materials resting
FAICOO CONBULTANTB, INC.
REPORT OF FIELD COMPACTION
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-481 L
Tested For: Bonner Associates Date Performed: 01-28-03
Project: Callahan Addition FCI Project No.: M02-412
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manuf.: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-5001 EZ
Test Mode (DT / BS): DT Probe Depth: 8 inches
M(ITSTTiRF./iIF,NSTTY RELATIONS
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densit PCF
5 Reddish Brown Cla ey Sand (Select Fill) 12.0 121.5
iN_PT.ACF. TEST RESTiT,TS
Test v Elevation
or
Location
Proctor
No
Percent
Moisture Dry
Density
Percent
Density
NO' Lift . PCF
' Electrical, 10' south by 15' west from northeast comer 5 14
0 116
4 8
95
112 FG-1 of building pad . . .
113 FG-0.5' Electrical, 10' south by 15' west from northeast corner 5 12.7 116.9 96.2
of buildin ad
114 FG Electrical, 10' south by 15' west from northeast corner 5 12
9 117
6 96
8
of building pad . . .
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURIi 7 U I;uMYLr wIt n t
Technician: Gary Moore, CET
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Constructors -Taylor Barnes
ICC,I/UIICCMbN I J
Checked By: ~_
LIMITATIONS' The lest results presented herein were prepared hued upon [M1e specific samples provided far testing. We usume no responsibility for vitiation in quality
(composition, appearance, performance, ac.) or any ocher failure of similar subject matter provided by persons or conditions over which we have no control. Our levers and
reports arc for [he exclusive use of the clienPs to whom they aze addressed and shall not be reproduced except in full without tM1e written approval of Fargo Consultants, Inc.
Environmental Services ^ Geotechnica/ Engineering ~ Construction Materia/s Tesfing