Callahan-LR03010711440 Reeder Rd. o Dallas, TX 75229
Tel. (214) 3524100 · Fax (214) 352-4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Bonner Associates
PROJECT: Callahan Addition
Coppell, TeXas
Sample Date: 01-07-03
Project No.: M02-412
CONCRETE INFORMATION
CONTRACTOR: C3 Contractors
TICKET NO.: 103122
AMBIENT TEMP. (°F): 58
CONCRETE TEMP. (°F): 64
TIME BATCHED: 1:58 p.m.
TIME SAMPLED: 3:23 p.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Redi-Mix
PLANT/TRUCK: 1/109
MIX ID NUMBER: 919
AIR (%) (ASTM C-231) -
WATER ADDED (gal): 0
SLUMP (inches) (ASTM C-143) 4 %
Piers E-7, E-6.5, E-6, E-5.5, E-5, C.8-5, C-5, B-6, A-6.1, D.5-7, C-7, B.5-7, B-7,
A-7, A-7.8, AA-6.2, AA-6.5, A-6.5 and AA-7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28i27 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE SPECIFIED COMPRESSIVE
NUMBER (Days) TESTED (Pounds) STRENGTH STRENGTH
(psi) (psi)
lA 7 1-14-03 67500 2390 3000/28 days
lB 28 2-04-03 ' 108000 3820
1C 28 2-04-03 105000 3710
1D Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curin[l:
Technician: Gary Moore, CET
FARGO CONSULTANTS, INC.
Checked By: ~
Distribution: Bonner Associates - Tim Bonner
City of Coppell - Rick Odell
C3 Contractors - Taylor Barnes
Env/ronmenta/ Serv/ces · Geotechnica/ Eng/)Teer/ng · Construc#on Mater~als Testing
11440 Reeder Rd. · Dallas, TX 75229
FARGO CONSUI,TANT8, INC.
Tel. (214) 352-4100 · Fax (214) 352-4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Bonner Associates
PROJECT: Callahan Addition
Coppell, Texas
Sample Date: 01-07-03
Project No.: M02-412
CONCRETE INFORMATION
CONTRACTOR: C3 Contractors
TICKET NO.: 103122
AMBIENT TEMP. (°F): 58
CONCRETE TEMP. (°F): 64
TIME BATCHED: 1:58 p.m.
TIME SAMPLED: 3:23 p.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Redi-Mix
PLANT/TRUCK: 1/109
MIX ID NUMBER: 919
AIR (%) (ASTM C-231)
WATER ADDED (gal): 0
SLUMP (inches) (ASTM C-143) 4 %
Piers E-7, E-6.5, E-6, E-5.5, E-5, C.8-5, C-5, B-6, A-6.1, D.5-7, C-7, B.5-7, B-7,
A-7, A-7.8, AA-6.2, AA-6.5, A-6.5 and AA-7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE SPECIFIED COMPRESSIVE
NUMBER (Days) TESTED (Pounds) STRENGTH STRENGTH
(psi) (psi)
1A 7 1 - 14-03 67500 2390 3000/28 days
1B 28 2-04-03
1C 28 2-04-03
1D Hold
Specifications: Making & ASTM O-31 Testing Methods: ASTM C-143, ASTM 0-39
Curing:
Technician: Gary Moore, CET
Distribution: Bonner Associates - Tim Bonner
City ofCoppell - Rick Odell
C3 Contractors - Taylor Barnes
FARGO CONSULTANTS, INC.
Checked By: l~/t~
Environmental Services · Geotechn/ba/ Engineering · Construction Materials Testing
11440 Reeder Rd. · Dallas, TX 75229
FARGO CONSULTANTS, INC.
Tel. (214) 352-4100 · Fax (214) 352-4811
Page 1 of 2
DRILLED PIER REPORT
Client: Bonner Associates Project: Callahan Addition
Date of Observation: 01-07-03 Project No: M02-412
Concrete Supplier: Redi-Mix Drilling Contractor:Long & Long Pier Drilling
Shaft Depth to Plan Total Depth Proper
Pier No. Diameter bearing Pier Depth Water Present Casing Used
(in.) Material (ft.) (ft.) (ft.) Alignment
A-6.1 12 N/A 16 17.6 Yes No No
AA-6,2 1 2 N/A 16 17.5 Yes No No
AA-6.5 1 8 N/A 15 16.7 Yes No No
AA-7 18 N/A 15 16.8 Yes No No
AA-8 12 N/A 16 17.8 Yes No No
BB-6.3 12 N/A 16 17.7 Yes No No
BB-6.5 12 N/A 16 17.5 Yes No No
BB-6.8 12 N/A 16 17.6 Yes No No
CC-7 12 N/A 16 17.5 Yes No No
CC-7.8 l 2 N/A 16 17.5 Yes No No
A-7.8 12 N/A l 6 17.8 Yes No No
A-6.5 18 N/A 15 17.6 Yes No No
A-7 18 N/A 15 16.2 Yes No No
B-7 12 N/A 16 I8.5 Yes No No
B.5-7 12 N/A 16 18.8 Yes No No
C-5 12 N/A 16 18.3 Yes No No
C-6 12 N/A 16 17.5 Yes No No
Remarks: Reinforcing steel was checked on all tiers and found to be in accordance with project requirements; unless otherwise noted.
Pier observation was performed in accordance with plan sheet no. 1 and 2 prepared by Larry Smith Engineers, dated 11-27-02.
Pier numbers were assigned on plans at the time of drilling.
Bearing Material: N/A
Fargo Technician: Gary Moore, CET
Fargo Consultants, Inc.
Checked By~
Environmental Services · Geotechnica/ Engineer~rig · Construct/on Maler/a/s Test/ng
11440 Reeder Rd. ° Dallas, TX 75229
Tel. (214) 352-4100 · Fax (214) 352-4811
Page 2 of 2
DRILLED PIER REPORT
Client: Bonner Associates Project: Callahan Addition
Date of Observation: 01-07-03 Projeet No: M02-412
Concrete Supplier: Redi-Mix Drilling Contractor:Long & Long Pier Drilling
Shaft Depth to Plan
Total Depth Proper Water Present Casing Used
Pier No. Diameter bearing Pier Depth (~.) Alignment
(in.) Material (ft.) (ft.)
C-7 12 N/A 16 17.7 Yes No No
E-5 12 N/A 16 18.8 Yes No No
E-5.5 12 N/A 16 17.8 Yes No No
E-6 12 N/A 16 18.3 Yes No No
E-6.5 12 N/A 16 17.8 Yes No No
E-7 12 N/A 16 17.5 Yes No No
C.8-7 12 N/A 16 17.8 Yes No No
D.5-7 12 N/A 16 17.5 Yes No No
C.8-5 12 N/A 16 17.7 Yes No No
B-6 12 N/A 16 17.5 Yes No No
C.8-6 12 N/A 16 17.6 Yes No No
Remarks: Reinforcing steel was checked on all piers and found to be in tccordance with project requirements; unless otherwise noted.
Pier observation was performed in accordance with plan sheet no. 1 and 2 prepared by Larry Smith Engineers, dated 11-27-02.
Pier numbers were assigned on plans at the time of drilling.
Bearing Material: N/A Fargo Consultants, [nc.
Fargo Technician: Gary Moore, CET Checked By ~t//~/tt/
Distribution: Bonnet Associates - Tim Bonnet
City of Coppell - Rick Odell
C3 Contractors - Taylor Barnes
Environmental Services · Gootochnical Engineering · Construction Matoda/s Testing