Valley R Baptist-LR 940421Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 21 April 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: South parking and fire lanes - cylinders made from approx.
8'-20' south of north edge of pour and 2'-25' east of west curb
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 4700
Truck No. 131 Cement 470 Type I
Ticket No. 236111 Flyash
Time Batched 3:37pm Sand 1292
Time Sampled 4:01 pm in.
Concrete Temp. [ASTM C1064) 88°F 1.0 in. 1875
Air Content (ASTM C231) 3.7% Water 262
Unit Weight (ASTM C1381 Admix #1 MBL-80 @ 18.8 oz/yd
Admix #2
AEA MBVR ~ 2.3 oz/yd
COMPRESSIVE STRENGTH TESTS [ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
iASTM C143i psi Strength
53 5.50 7 04/28/94 96,900 3430
54 5.50 7 04/28/94 89,900 3180
55 5.50 28 05/19/94 115,200 4070
56 5.50 28 05119/94 117,700 43.60
57 5.50 56 06/16/94
28-Day Average
4110
300O
TECHNICIAN:
DISTRIBUTION:
RDG
(1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) Dal-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 3rJ1-~.14~1
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 21 April 1 994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: South parking and fire lanes - cylinders made from approx.
8'-20' south of north edge of pour and 2'-25' east of west curb
LOCATION OF POUR SET 2:
SAMPLE DATA:
Truck No.
Ticket No.
Time Batched
Time Sampled
Concrete Temp. (ASTM C1064)
Air Content (ASTM C231)
Unit Weight (ASTM C138)
SET 1 SET 2 MIX NO. 4700
131 Cement 470 Typel
236711 FIyash
3:37pm Sand 1292
4:01pm in.
88°F 1.0 in. 1875
3.7% Water 262
Admix #1 MBL-80~ 18.8 0z/yd
Admix #2
AEA MBVR @ 2.3 oz/yd
COMPRESSIVE STRENGTH TESTS (ASTM C391
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C143l
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
53 5.50 7 04/28/94
54 5.50 7 04/28/94
55 5.50 28 05/19/94
56 5.50 28 05/19194
57 5.50 56 06/16/94
96,9OO 343O
89,9OO 3180
28-Day Average 3000
TECHNICIAN:
DISTRIBUTION:
RDG
(1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) DaI-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
2870 walnut Hill Lane Dallaa, Texae 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REINFORCING STEEL PLACEMENT INSPECTION
CLIENT: Valley Ranch Baptist Church
DATE: 21 April 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell
JOB NO. 94.1021
TIME: 1.0 hour OT
AREA INSPECTED: Paving/fire lane, south parking area (everything south of the bldg.)
DATE OF INSPECTION: 4/21/94 (6:00am-7:00am)
DEFICIENCIES NOTED:
NUMBER
None
LOCATION/ITEM DESCRIPTION
CORRECTIONS
..OBSERVED
NOTE:
All items reviewed were present and placed according to project plans and specifications,
at time of final inspection.
Smooth 5/8" diameter dowels used (24" length) instead of #3 {3/8" diameter) dowels
(12" length).
TECHNICIAN:
DISTRIBUTION:
RDG
(1) Valley Ranch. Baptist Church, Bob Arnold
'(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) DaI-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallae, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Geotechnical Engineering · Construction Materials Testing
REPORT OF CONCRETING OPERATIONS
HE JOB NO. 94.1021
CLIENT: Valley Ranch Baptist Church
PROJECT:
CONCRETE SUPPLIER: Pioneer
LOCATZON OF CONCRETE PLACED:
Valley Ranch Baptist Church Phase I, Coppell, TX
South parking (and fire lanes).
DATE:
WEATHER:
AIR TEMP:
21 April 1994
Cloudy to Mostly
Cloud~
66-85~F
Cement:
Brand VP
Aggregate
Size
F.A. 0 - #4
I.A.
C.A. 1" - #4
Materials
Type I Source Bin-Plant ~22
Type Source
Sand Pioneer
Cr. Stone Pioneer
Actual Batch Computations:
% Free
Moisture Water
Cement
F.A.
I.A.
C.A.
5.0 65
Total Free Water
Added at Mixer
Total Water
ACtual
Batch Wts.
470
1357
1875
65 lbs.
200 lbs.
265 lbs.
Design Mix
Mix 4700 ,3000 psi
Max. Water-Cement Ratio by weight
Batch Weights - S. S. Dry Basis:
Cement 470 F.A. 1292
I.A. C.A. 1875
Admix MBL-80 @ 18.8 o~/,¥d
'M~V~ ~ Z.J oz/ya
Time Started: 7:00am
Time Finished: 5:00pm
Concrete Placed, c.y.: 440
o
Concrete Temp: 82-88 F
Cylinders Made: 33 - 57
Remarks:
Certified Correct RDG
Inspector
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419
Hooper Engineering Laboratories,
Construction Materials Testing
Inc.
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 21 April 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: South parking and fire lanes - cylinders made from approx.
LOCATION OF POUR SET 2:
75'-90' south of north curb and 100'-125' west of east curb
South parking and fire lanes - cylinders made from approx.
75'-100' north of south curb and 2'-15' east of west curb
SAMPLE DATA: SET I SET 2 MIX NO. 4700
Truck No. 2.96 126 Cement 470 Type I
Ticket No. 236087 236103 Flyash
Time Batched 11:32am 1:58pm Sand 1292
Time Sampled 12:09pm 2:24pm in.
Concrete Temp. (ASTM C10641 86°F 88°F 1.0 in. 1875
Air Content (ASTM C231) 4.3% 4.0% Water 262
Unit Weight (ASTM C138) Admix #1 MBL-80 @ 18.8 oz/yd
Admix #2
AEA MBVR @ 2.3 oz/yd
COMPRESSIVE STRENGTH TESTS (ASTM C39~
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C1431 psi Strength
43 5.50 7 04/28/94 82,300 2910
44 5.50 7 04/28/94 86,100 3040
45 5.50 28 05/19/94
46 5.50 28 05/19/94
47 5.50 56 06/16/94
48 5.25 7 04/28/94
49 5.25 7 04/28/94
50 5.25 28 05119/94
51 5.25 28 05/19/94
52 5.25 56 0611 6194
TECHNICIAN: RDG
DISTRIBUTION:
28-Day Average
97,300 3440
96,300 3410
28-Day Average
(1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) Dal-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
3000
3000
2870 Walnut Hill Lane Dallas, TeXas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper
Engineering Laboratories,
Construction Materials Testing
Inc.
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 21 April 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: South parking and fire lanes - cylinders made from approx.
LOCATION OF POUR SET 2:
SAMPLE DATA:
Truck No.
Ticket No.
Time Batched
Time Sampled
Concrete Temp. (ASTM C1064
Air Content (ASTM C231)
Unit Weight (ASTM C138)
2'-15' South of north curb and 2'-15' west of east curb
South parking and fire lanes - cylinders made from approx.
45'-60' west of east curb and in east to west fire lane
SET 1 SET 2 MIX NO. 4700
131 333 Cement 470 Type I
236040 236071 Flyash
6:58am 9:36am Sand 1292
7:40am 10:03am in.
82°F 84°F 1.0 in. 1875
4.2% 4.0% Water 262
Admix #1 MBL-80 ~ 18.8 oz/yd
Admix #2
AEA MBVR @ 2.3 oz/yd
COMPRESSIVE STRENGTH TESTS {ASTM C39)
(Standard 6 inch x 1 2 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C143)
TOtal Load Compressive Required
Pounds Strength 28-Day
psi Strength
33 4.75 7 04/28/94
34 4.75 7 04/28/94
35 4.75 28 05/19/94
36 4.75 28 05/19/94
37 4.75 56 06/16/94
38 5.00 7 04/28/94
39 5.00 7 04/28/94
40 5.00 28 05/19/94
41 5.00 28 05/19/94
42 5.00 56 06/16/94
TECHNICIAN:
DISTRIBUTION:
84,300 2980
81,800 2890
110,500 3910
108,600 3840
115,200 4070
28-Day Average 3870
87,400 3090
89,100 3150
116,100 4110
117,900 4170
118,300 4180
28-Day Average 4140
RDG
(1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) Dal-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
3000
3OO0
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories,
ConstructiOn Materials Testing
Inc.
REPORT OF CONCRETE TESTS
CLIENT: Valley Ranch Baptist Church
PROJECT: Valley Ranch Baptist Church Phase I, Coppell
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
JOB NO.: 94.1021
DATE: 21 April 1994
SUPPLIER: Pioneer
South parking and fire lanes - cylinders made from approx.
75'-90' south of north curb and 100'-125' west of east curb
South parking and fire lanes - cylinders made from approx.
75'-100' north of south curb and 2'-15' east of west curb
SAMPLE DATA: SET 1 SET 2 MIX NO. 4700
Truck No. 296 126 Cement 470 Type 1
Ticket No. 236087 236103 Flyash
Time Batched 11:32am 1:58pm Sand 1292
Time Sampled 12:09pm 2:24pm in.
Concrete Temp. [ASTM C10641 86°F 88°F 1.0 in. 1875
Air Content (ASTM C231) 4.3% 4.0% Water 262
Unit Weight (ASTM C138t Admix #1 MBL-80 ~ 18.8 oz/yd
Admix #2
AEA MBVR @ 2.3 oz/yd
COMPRESSIVE STRENGTH TESTS {ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi' Strength
43 5.50 7 04~28~94 82,300 2910
44 5.50 7 04~28~94 86,100 3040
45 5.50 28 05/19/94 ].07,400 3800
46 5.50 28 05/19/94 3.07,400 3800
47 5.50 56 06/1 6~94 116,400 4120
28-Day Average 3800
48 5.25 7 04/28/94 97,300 3440
49 5.25 7 04/28/94 96,300 3410
50 5.25 28 05/19/94 .].].7,400 4150
51 5.25 28 05/19/94 ].].8,700 4200
52 5.25 56 06/16/94 ].26,900 4490
28-Day Average 4].70
TECHNICIAN:
DISTRIBUTION:
RDG
(1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) DaI-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
3000
3000
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories,
Construction Materials Testing
Inc.
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 21 April 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: South parking and fire lanes - cylinders made from approx.
8'-20' south of north edge of pour and 2'-25' east of west curb
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 4700
Truck No. 131 Cement 470 Type I
Ticket No. 236111 Flyash
Time Batched 3:37pm Sand 1292
Time Sampled 4:01 pm in.
Concrete Temp. (ASTM C10641 88°F 1.0 in. 1875
Air Content (ASTM C231) 3.7% Water 262
Unit Weight (ASTM C138) Admix //1 MBL-80 ~ 18.8 oz/yd
Admix //2
AEA MBVR ~ 2.3 oz/yd
COMPRESSIVE STRENGTH TESTS (ASTM C39}
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches · Days Date Pounds Strength 2B-Day
(ASTM C143) psi Strength
53 5.50 7 04/28/94 96,900 3430
54 5.50 7 04/28/94 89,900 3180
55 5.50 28 05/19/94 115,200 4070
56 5.50 28 05/19/94 117,700 4160
57 5.50 56 06/16/94 121,700 4300
28-Day Average 4110
3OO0
TECHNICIAN:
DISTRIBUTION:
RDG
(1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) DaI-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO,: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 21 April 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: South parking and fire lanes - cylinder~, made from approx.
LOCATION OF POUR SET 2:
2'-15' south of north curb and 2'-15' west of east curb
South parking and fire lanes - cylinders made from approx.
45'-60' west of east curb and in east to west fire lane
SAMPLE DATA: SET 1 SET 2 MIX NO. 4700
Truck No. 131 333 Cement 470 Type I
Ticket No. 236040 236071 Flyash
Time Batched 6:58am 9:36am Sand 1292
Time Sampled 7:40am 10:03am in.
Concrete Temp. (ASTM C1064) 82°F 84°F 1.0 in. 1875
Air Content (ASTM C231) 4.2% 4.0% Water 262
Unit Weight (ASTM C138) Admix #1 MBL-80 ~ 18.8 oz/yd
Admix #2
AEA MBVR @ 2:3 oz/yd
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump · Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
33 4.75 7 04/28/94 84,300 2980
34 4.75 7 04/28/94 81,800 2890
35 4.75 28 05/19/94
36 4.75 28 05/19/94
37 4.75 56 06/16/94
38 5.00 7 04/28/94
39 5.00 7 04/28/94
40 5.00 28 05/19/94
41 5.00 28 05/19t94
42 5.00 56 06/16/94
TECHNICIAN:
DISTRIBUTION:..
RDG
28-Day Average
87,400 3090
89,100 3150
28-Day Average
(1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, -Inc.
(2) Dal-Mac Construction, ~cotty Eoff
(1) City of Coppell, Garreth Campbell
3000
30OO
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148