Callahan-LR030108i
FAROO 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: 01-08-03
Project No.: M02-412
CONCRETE INFORMATION
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Guzman Construction
3154459 CONCRETE SUPPLIER: LMC
69 PLANTffRUCK: 31964
68 MIX ID NUMBER: 842
1:24 p.m. AIR (%) (ASTM C-231) -
2:10 p.m. WATER ADDED (gal): 0
Clear SLUMP (inches) (ASTM c-143- 4'/4
Storm drain inlets, northwest corner of east parking and south o f southeast
corner of building pad for south fire lane.
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 2827 square inches
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(Pounds) COMPRESSIVE
STRENGTH
(Psi) SPECIFIED COMPRESSIVE
STRENGTH
(Psi)
1A 7 1-15-03 92000 3250 3000/ 28 da s
1 B 28 2-05-03 120000, 4240
1C 28 2-05-03 115000 4070
1 D Hold -
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curin
Technician: Jeff Clifton
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
FARGO CONSULTANTS, INC.
Checked By: ~/ rl~(i
Environmental Services ^ Geofechnical Engineering ~ Construction Materials Testing
FAROO CONeULTANTB, 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: 01-08-03
Project No.: M02-412
~ CONCRETE INFORMATION
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Guzman Construction
3154459 CONCRETE SUPPLIER: LMC
6g PLANTITRUCK: 3/ 964
68 MIX ID NUMBER: 842
1:24 p.m. AIR (%) (asrM c-zit) -
2:10 p.m. WATER ADDED (gal): 0
Clear SLUMP (inches) (asTM C-tai) 4'/<
Storm drain inlets, northwest corner of east parking and south of southeast
corner of building pad for south fire lane.
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 8" x 72", 28.27 square inches
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(Pounds) COMPRESSIVE
STRENGTH
(Psi) SPECIFIED COMPRESSIVE
STRENGTH
(Psi)
1A 7 1-15-03 92000 3250 3000/28da s
1 B 28 2-05-03
1 C 28 2-05-03
1 D Hold -
Specifications: Making 8 ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curing:
Technician: Jeff Clifton
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
FARGO CONSULTANTS, INC.
Checked By:
Environments/ Services ^ Geolechnica/ Engineering /Construction Materia/s Testing
FAR.00 CONSVLTANTB, INC.
REPORT OF FIELD COMPACTION
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
Tested For: Bonner Associates Date Performed: 01-08-03
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
MOISTURE/DEN5ITY RELATIONS
Proctor
No. Material Description Optimum
Moisture % Maximum Dry
Densi PCF
4 Dark Brown Clay and Brown Clay with Calcareous nodules 22.0 101.5
IN-PLACE TEST RESULTS
Test
No Elevation
°r
Location Proctor Percent Dry
Density Percent
.
Lift No. Moisture
PCF Densit
y
64 1st Water line, 25' east from vault box at the southwest
portion of project site 4 22.3 100.8 99.3
"d Water line, 30' east from vault box at the southwest
65 2
ortion of roject site 4 22.4 101.5 100
66 3`d Water line, 40' east from vault box at the southwest
portion of roject site 4 23.1 100.5 99.0
67 4tn Water line, 45' east from vault box at the southwest
portion of project site 4 23.6 101.2 99.7
(R)AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PROJECT REQUIREMENTS
Technician: Jeff Clifton Checked By ~!
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odel]
C3 Contractors -Taylor Barnes
LIMITATIONS'. The test results presented herein were prepared based upon the specific satrWles provided for testing. We assume no responsibility for variation in quality
(conWosi[ion, appearance, performance, etc.) or any other failure of similar subject matter provided by persons or conditions over which we have no control. Uur letters and
reports are for the exclusive use of the clienPs to whom they are addressed and shall not be reproduced except in full without the written approval of Fat'go Consultants, Inc.
Environments/ Services ~ Geolechnica/ Engineering ^ Construction Materials Testing