Valley R Baptist-LR 940517 (2) Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TES~ JOB NO.: 94.1021
CLIEI~-- Valley Ranch~ DATE: 17 May 1994
PROJ~t Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: Paving, west parking lot and fire lane, from 0'-1 5' west of east curb and 0'-20' north of south curb
LOCATION OF POUR SET 2: Paving, west parking lot and fire lane, from 15'-30' west of
east curb and 40'-60' north of south curb
SAMPLE DATA: ' SET 1 SET 2 MIX NO. 4700
Truck No. 296 488 Cement 470 Type I
Ticket No. 247007 247027 FIyash
Time Batched 8:1 lam 10:32am Sand 1292
Time Sampled 9:10am 11:00am in.
Concrete Temp. IASTM C1064) 84°F 84°F 1.0 in. 1875
Air Content (ASTM C231) 4.8% 4.8% 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 1 2 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143} psi Strength
58 5.00 7 05/24/94 102,900 3640
59 5.00 7 05/24/94 106,900 3780
60 5.00 28 06/14/94 131,900 4660
61 5.00 28 06/14/94 130,100 4600
62 5.00 56 07/12/94 139,200 4920
28-Day Average 4630 3000
63 5.25 7 05/24/94 89,000 3150
64 5.25 7 05/24/94 90,000 3180
65 5.25 28 06/14/94 110,300 3900
66 5.25 28 06/14/94 110,200 3900
67 5.25 56 07/12/94 120,000 4240
28-Day Average 3900 3000
TECHNICIAN: LS
DISTRIBUTION: (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) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 17 May 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: Paving, west parking lot and fire lane, from 15'-30' west of
east curb and 60'-80' south of north curb
LOCATION OF POUR SET 2: Paving, south half of approach at northeast corner of project
SAMPLE DATA: · SET I SET 2 MIX NO. 4700
Truck No. 338 335 Cement 470 Type I
Ticket No. 247052 247067 Flyash
Time Batched 12:42pm 2:16pm Sand 1292
Time Sampled 1:30pm 3:00pm in.
Concrete Temp. (ASTM C1064) 86°F 86°F 1.0 in. 1875
Air Content (ASTM C231) 4.5% 4.6% Water 262
Unit Weight IASTM C138i 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
68 5.00 7 05/24/94 89,900 31 80
69 5.00 7 05/24/94 90,600 3200
70 5.00 28 06/14/94 ].:[4,600 4050
71 5.00 28 06/14/94 l].]. ,800 3950
72 5.00 56 07/12/94 :t23,300 4360
28-Day Average 4000 3000
73 4.75 7 05/24/94 91,300 3230
74 4.75 7 05/24/94 93,000 3290
75 4.75 28 06/14/94 ].06,000 3750
76 4.75 28 06/14/94 :[08,400 3830
77 4.75 56 07/12/94 115,800 4,[00
28-Day Average 3790 3000
TECHNICIAN: LS
DISTRIBUTION: (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: 17 May 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: Paving, west parking lot and fire lane, from 0'-15' west of
east curb and 0'-20' north of south curb
LOCATION OF POUR SET 2: Paving, west parking lot and fire lane, from 15'-30' west of
east curb and 40'-60' north of south curb
SAMPLE DATA: SET 1 SET 2 MIX NO. 4700
Truck No. 296 488 Cement 470 Type I
Ticket No. 247007 247027 Flyash
Time Batched 8:11am 10:32am Sand 1292
Time Sampled 9:10am 11:00am in.
Concrete Temp. IASTM C1064) 84°F 84°F 1.0 in. 1875
Air Content (ASTM C231) 4.8% 4.8% Water 262
Unit Weight (ASTM C138) Admix #1 MBL-80 ~ 18.8 oz/yd
Admix #2
AEA MBVR @ 2.3 ozfyd
COMPRESSIVE STRENGTH TESTS (ASTM C39i (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
58 5.00 7 05/24/94 102,900 3640
59 5.00 7 05/24194 106,900 3780
60 5.00 28 06/14/94 13:[, 900 4660
61 5.00 28 06/14/94 :[30,100 4600
62 5.00 56 07/12/94
28-Day Average 4630 3000
63 5,25 7 05/24194 89,000 3150
64 5.25 7 05/24/94 90,000 3180
65 5.25 28 06/14/94 :[:[0,300 3900
66 5.25 28 06/14/94 :[[0,200 3900
67 5.25 56 07/12/94
28-Day Average 3900 3000
TECHNICIAN: LS
DISTRIBUTION: (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: 17 May 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER: Pioneer
LOCATION OF POUR SET 1: Paving, west parking lot and fire lane, from 15'-30' west of
east curb and 60'-80' south of north curb
LOCATION OF POUR SET 2: Paving, south half of approach at northeast corner of project
SAMPLE DATA: SET 1 SET 2 MIX NO. 4700
Truck No. 338 335 Cement 470 Type I
Ticket No. 247052 247067 Flyash
TimeBatched 12:42pm 2:16pm Sand 1292
Time Sampled 1:30pm 3:00pm in.
Concrete Temp. (ASTM C1064) 86°F 86°F 1.0 in. 1875
Air Content {ASTM C231) 4.5% 4.6% 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 1 2 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
68 5.00 7 05/24/94 89,900 3180
69 5.00 7 05/24/94 90,600 3200
70 5.00 28 06/14/94 ]. ].4,600 4050
71 5.00 28 06/14/94 11].,800 3950
72 5.00 56 07112/94
28-Day Average 4000 3000
73 4.75 7 05/24/94 91,300 3230
74 4.75 7 05/24/94 93,000 3290
75 4.75 28 06/14/94 106,000 3750
76 4.75 28 06/14/94 108,400 3830
77 4.75 56 07/12/94
28-Day Average 3790 3000
TECHNICIAN: LS
DISTRIBUTION: (1) Valley Ranch Baptist church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc,
(2) DaI-Mac Construction, Scotty E0ff
(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
REINFORCING STEEL PLACEMENT INSPECTION
CLIENT: Valley Ranch Baptist Church DATE: 17 May 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppetl JOB NO. 94.1021
TIME: 1.0 hour
AREA INSPECTED: Paving, west parking lot and fire lane; approach at northeast corner
of project
DATE OF INSPECTION: 5/17/94 (7:30am-8:30am)
DEFICIENCIES NOTED:
CORRECTIONS
NUMBER LOCATION/ITEM DESCRIPTION OBSERVED
None
NOTE: All items reviewed were present and placed according to project plans and specifications,
at time of final inspection.
TECHNICIAN: LS
DISTRIBUTION: (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) 351-5148
Hooper Engineering Laboratories, Inc.
Geotechnical Engineering · Construction Materials Testing
REPORT OF CONCRETING OPERATIONS
HE ~OB NO. 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 17 May 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell, TX WEAl~ER: Cloudy
CONCRETE SUPPLIER: Pioneer AIR TEMP: 70°F
LOCATION OF CONCRETE PLACED: Paving, west parking lot and fire lane, approach at
northeast corner of project.
Materials Oesign Mix
Cement: Mix 4700 , 3000 psi
Brand VP Type I Source Bin-Plant #22 Max. Water-Cement Ratio by weight
Aggregate Type Source 8arch Weights - S. S. Dry Basis:
Size
F.A. 0 - #4 Sand Pioneer Cement 470 F.A. 1292
I.A. Z.A. C.A. 1875
C.A. 1" - #4 Cr. Stone Pioneer A~mix MBL-80 @ 18.8 oz/yd
MBVR ~ Z.J oz/y~
Actual Batch Computations:
Time Starte~: 8:30am
% Free Actual
Moisture Water 8arch Wts. Time Finishe~: 4:00pm
Cement 470 Concrete Placed, c.y.: 320
F.A. 5.0 65 1357 Concrete Temp: 84-86°F
I.A. '- Cylinders Made: 58 - 77
C.A. 1875 Remarks:
Total Free Water 65 lbs.
Added at Mixer 197 lbs. ~ ~, ~
Total Water 262 lbs.
Certified Correct LS
inspector
2870 Walnut Hill Lane Oallas, Texas 75229 (214) :~51-6419