Community CU-LR020927Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 01.1058
CLIENT: Community Credit Union DATE: 27 September 2002
PROJECT: Community Credit Union-Coppell Branch SUPPLIER: Beall
LOCATION OF POUR SET 1: Piers: #1 at retaining wall, #A/9, and bottom 12' of #A.8/2
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 330J1541
Truck No. 219 Cement 400 Type I
Ticket No. 13510358 Flyash 70
Time Batched 1:22pm Sand 1445
Time Sampled 2:45pm in.
Concrete Temp. (ASTM c~osal 88°F 1.0 in. 1850
Air Content IASTM c23t1 Water 258
Unit Weight IASTM 01391 Admix #1 MB 300R @ 11.8 oz.
Admix #2
AEA
COMPRESS/VE STRENGTH TESTS (ASrM c391 (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM 01431 p51 Strength
17 4.75 7 10/04/02 81,100 2870
18 4.75 28 10/25/02 110,400 3900
19 4.75 28 10/25/02 114,000 4030
20 4.75 56 1 1 /22/02
28-Day Average 3970
3000
TECHNICIAN: MFM
DISTRIBUTION: 11- Community Credit Union
11- PGAL, Inc.
(11 Nelson Consulting, Inc.
111 Mycon General Contractors
(21 City of Coppell
~_
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-61419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 01.1058
CLIENT: Community Credit Union DATE: 27 September 2002
PROJECT: Community Credit Union-Coppell Branch SUPPLIER: Beall
LOCATION OF POUR SET 1: Piers: #1 at retaining wall, #A/9, and bottom 12' of #A.8/2
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX N0. 330J1541
Truck No. 219 Cement 400 Type I
Ticket No. 13510358 Flyash 70
Time Batched 1:22pm Sand 1445
Time Sampled 2:45pm in.
Concrete Temp. IASTM ctosal 88°F 1.0 in. 1850
Air Content IASTM c23t1 Water 258
Unit Weight IASTM ct3s) Admix #1 MB 300R @ 11.8 oz.
Admix #2
AEA
COMPRESS/VE STRENGTH TESTS IASTM c3s1 (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
IASTM C143) psl Strength
17 4.75 7 10/04/02
18 4.75 28 10/25/02
19 4.75 28 10/25/02
20 4.75 56 1 1 /22/02
TECHNICIAN: MFM
DISTRIBUTION: 11) Community Credit Union
11) PGAL, Inc.
11) Nelson Consulting, Inc.
11) Mycon General Contractors
12) City of Coppell
81,100
28-Day Average
2870
3000
~_
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
,.-.
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETING OPERATIONS
HE JOB N0. 02.1058
CLIENT: Camm~uiity Credit Union DATE: 27 September 2002
PROJECT: Community Credit Union-Coppell Branch. WEATHER: Clear/Calm
CONCRETE SUPPLIER: Beall Concrete AIR TEMP: 80-85°F
LOCATION OF CONCRETE PLACED: 6 Piers See Pier Inspection Report of 9/27/02
Materials Design Mix
Cement: Mix ~ Q T1 ;~}1 3pQOpsi
Brand , m x Type~_Source Bin @ Plant #89 ~Le~risvillel~lax. Water-Cement Ratio by weight
Aggregate Type Source Batch Weights - S. S. Dry Basis:
Size
F.A. 0 - #4 Sand Trinity Matls.
I.A.
C.A. L" - #4 Cr. Stone Martin Marietta
Actual Batch Computations:
~ Free Actual
Moisture Water Batch Wts.
Cement .400/70
F.A, s_n 72 ...1517
I.A.
C.A. 1850
Total Free Water 72 lbs.
Added at Mixer 178 lbs.
Total Water 250 lbs.
2870 Walnut Hill Lane Dallas, Texas 75229
Cement 400/70 F.A. 1445
I.A. C.A. 1850
Admix Ivlg 3008 @ 11.8 oz/yd
Time Started: 2:15pm
Time Finished: 4:45pm
Concrete Placed, c.y.: 30.
Concrete Temp: 88°F
Cy Tinders Made: 17 - 20
Remarks:
I~J~
Certified Correct ~M
Inspector
(214) 351-64'19 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Community Credit Union DATE: 27 September 2002
PROJECT: Community Credit Union-Coppell Branch JOB NO.: 02.1058
687 Denton Tap Rd., Coppell, TX
MATERIAL DESCRIPTION: 1) On-Site Fill -Tan Shaley Clay
ASTM D 698 STANDARD PROCTOR: 1) 94.0 pcf @ 23.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
Backfi-I @ 8" Water Fire Line SUBGRADE
20) approx. 60' S of S bldg. corner 1 2' 24.6 93.2 99.1
21) approx. 60' S of S bldg. corner 1 1' 21.5 93.3 99.2
22) approx. 60' S of S bldg. corner 1 0' 21.6 90.6 96.3
231 approx. 45' E of E bldg. corner 1 2' 21.7 94.6 100.6
24) approx. 45' E of E bldg. corner 1 1' 26.2 89.4 95.1
251 approx. 45' E of E bldg. corner 1 0' 21.8 92.8 98.7
261 approx. 35' W of N bldg. corner 1 2' 22.3 94.6 100.6
27) approx. 35' W of N bldg. corner 1 1' 21.7 93.9 99.9
28) approx. 35' W of N bldg. corner 1 0' 21.5 94.5 100.5
TECHNICIAN: MFM
DISTRIBUTION: 11) Community Credit Union
11) PGAL, Inc.
111 Nelson Consulting, Inc.
11) Mycon General Contractors
111 City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229
95 +
Of Optimum
~. ,~.--
(214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 01.1058
CLIENT: Community Credit Union DATE: 27 September 2002
PROJECT: Community Credit Union-Coppell Branch SUPPLIER: Beall
LOCATION OF POUR SET 1: Piers: #1 at retaining wall, #A/9, and bottom 12' of #A.8/2
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 330J1541
Truck No. 219 Cement 400 Type I
Ticket No. 13510358 Flyash 70
Time Batched 1:22pm Sand 1445
Time Sampled 2:45pm in.
Concrete Temp. IASTM c~osal 88°F 1.0 in. 1850
Air Content IASTM c23t) Water 258
Unit Weight fasTM c1391 Admix #1 MB 300R @ 11.8 oz.
Admix #2
AEA
COMPRESS/VE STRENGTH TESTS IASTM c3si (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
IASTM C143) psi Strength
17 4.75 7 10/04/02 81,100 2870
18 4.75 28 10/25/02 110,400. 3900
19 4.75 28 10/25/02 114, 000 4030
20 4.75 56 11/22/02 115,000. 4070
28-Day Average 3970
3000
TECHNICIAN: MFM
DISTRIBUTION: (11 Community Credit Union
(1- PGAL, Inc.
(11 Nelson Consulting, Inc.
(1) Mycon General Contractors
(21 City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148