Community CU-LR021001Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 02.1058
CLIENT: Community Credit Union DATE: 1 October 2002
PROJECT: Community Credit Union-Coppell Branch SUPPLIER: Beall
LOCATION OF POUR SET 1 : 4 Piers at dumpster pad
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX N0. 330J1541
Truck No. 216 Cement 400 Type I
Ticket No. 13606078 Flyash 70
Time Batched 8:59am Sand 1445
Time Sampled 10:15am in.
Concrete Temp. (ASTM ciosal 87°F 1.0 in. 1850
Air Content (ASTM c23i1 Water 258
Unit Weight (ASTM ci3al Admix #1 MB 300R @ 11.8 oz.
Admix #2
AEA
COMPRESS/VF STRENGTH TESTS (ASTM c3sl (Standard 6 inch x 12 inch c ylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
25 5.00 7 10/08/02 74,000 2620
26 5.00 28 10/29/02 100,300. 3550
27 5.00 28 10/29102 106,600 3770
28 5.00 56 11126/02 115,400 4080
28-Day Average 3660 3000
TECHNICIAN: MFM
DISTRIBUTION: (1) Community Credit Union
(11 PGAL, Inc.
(11 Nelson Consulting, Inc.
(1- Mycon General Contractors
(2) City of Coppell
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: Coimnunity Credit Union DATE; 1 OctoGer 2002
PROJECT: Comrmznity Credit Union-Coppell Branch. WEATHER: Overcast/Windy
CONCRETE SUPPLIER:. Beall Concrete AIR TEMP: 75-78°F
LOCATION OF CONCRETE PLACED: 4 piers at dtunpster pad
Materials Design Mix
Cement: MixS 0 1 4~ 3_ QQO psi
Brand Cemax _Type~_Source Bin @ Plant #8g ~Lewisvill~ax. Water-Cement Ratio by weight
Aggregate Type Source Batch Weights - 5. S. Dry Basis:
Size
F.A. 0 - #4 Sand
I.A.
C.A. L~~ - #4 Cr. Stone
Actual Batch Computations:
% Free
Moisture Water
Cement
F.A. 5.0 72
I.A.
C.A.
Total Free Water
Added at Mixer
Total Water
Txinity Mat1s. Cement 400.170. F.A. 1445
I.A. C.A. 185Q
Martin Marietta Admix MB 30OR ~ 11.8 oz.
Actual
Batch Wts.
40Q/70
1517
7R 50.
_~_lbs.
17g lbs.
250 lbs.
Time Started: 9.:45am
Time Finished: 10-;45am
Concrete Placed, c.y.: b
Concrete Temp: 87°F
Cylinders Made: 25 r 28
Remarks:
Certified Correct MFM
Inspector
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
.-~
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Community Credit Union DATE: 1 October 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
Backfill @ 8" Water/Fire Line SUBGRADE
29) approx. 20' S of W pier @ 1 2' 21.4 96.6 102.8 95+
drive-thru canopy -2°~ to +4%
Of Optimum
30) approx. 20' S of W pier @ 1 1' 21.1 95.4 101.5
drive-thru canopy
31) approx. 20' S of W pier @ 1 0' 21 .0 96.0 102.1
drive-thru canopy
TECHNICIAN: MFM
DISTRIBUTION: (1) Community Credit Union
11) PGAL, Inc.
(1}Nelson Consulting, Inc.
111 Mycon General Contractors
(2) City of Coppell
,~, ~..--
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.: 02.1058
CLIENT: Community Credit Union DATE: 1 October 2002
PROJECT: Community Credit Union-Coppell Branch SUPPLIER: Beall
LOCATION OF POUR SET 1: 4 Piers at dumpster pad
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX N0. 330J1541
Truck No. 216 Cement 400 Type I
Ticket No. 13606078 Flyash 70
Time Batched 8:59am ~ Sand 1445
Time Sampled 10:15am in.
Concrete Temp. (ASTM ctoeal 87°F 1.0 in. 1850
Air Content IASTM czar) Water 258
Unit Weight (ASTM ctael Admix #1 MB 300R @ 11.8 oz.
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM css) (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
25 5.00 7 10/08/02
26 5.00 28 10/29/02
27 5.00 28 10/29/02
28 5.00 56 11126!02
TECHNICIAN: MFM
DISTRIBUTION: (1) Community Credit Union
(1- PGAL, Inc.
(1) Nelson Consulting, Inc.
(1) Mycon General Contractors
(2) City of Coppell
74,000
28-Day Average
3000
~.~~
2620
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.: 02.1058
CLIENT: Community Credit Union DATE: 1 October 2002
PROJECT: Community Credit Union-Coppell Branch SUPPLIER: Beall
LOCATION OF POUR SET 1: 4 Piers at dumpster pad
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX N0. 330J1541
Truck No. 216 Cement 400 Type I
Ticket No. 13606078 Flyash 70
Time Batched 8:59am Sand 1445
Time Sampled 10:15am in.
Concrete Temp. cnsrM ctosal 87°F 1.0 in. 1850
Air Content (ASTM cz3t1 Water 258
Unit Weight (ASTM ct3a1 Admix #1 MB 300R @ 11.8 oz.
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM cis) (Standard 6 inch x 12 inch cy linder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) p51 Strength
25 5.00 7 10/08/02 74,000 2620
26 5.00 28 10/29/02 100,3Q0 3550
27 5.00 28 10/29/02 106, 600 3770
28 5.00 56 1 1 /26/02
28-Day Average 3660 3000
TECHNICIAN: MFM
DISTRIBUTION: (1) Community Credit Union
(1) PGAL, Inc.
(1) Nelson Consulting, Inc.
(1) Mycon General Contractors
(2) City of Coppell
~~~~ ~,~
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148