CF-Coppell Rd SC-LR011023Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT~F CONCRETE TESTS JOB NO.:
CLIENT:~ Texas Unified Constructors, Inc. DATE:
PROJECt[:! Field Semi'Offices & Maint. Fac., Coppell SUPPLIER:
LOCATION,[;;I~'OUR SET 1: Piers: AA/1.5, C.7/0.1, E.1/0.1, E.1/1, E.5/0.1,
E.5/1, E.7/0.1, G.1/1.5, G.2/1.5 and G.3/1.5
LOCATION OF POUR SET 2:
01.1054
23 October 2001
Lattimore
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 964 Cement
Ticket No. 3135524 Flyash
Time Batched 2:16pm Sand
Time Sampled 3:10pm in.
Concrete Temp. (ASTM C1064) 78°F 1.0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C138) Admix #1
Admix #2
AEA
54
414 Type I
103
1433
1850
250
Plastocrete 161 @ 15.5 oz.
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
1 5.00 7 1 0/30/01
2 5.00 28 11/20/01
3 5.00 28 11/20/01
4 5.00 56 1 2/1 8/01
86,7OO
28-Day Average 3000
TECHNICIAN:
DISTRIBUTION:
MFM
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
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.:
CLIENT: Texas Unified Constructors, Inc. DATE:
PROJECT: Field Service Offices & Maint. Fac., Coppell SUPPLIER:
LOCATION OF POUR SET 1: Piers: AA/I.5, C.7/0.1, E.1/0.1, E.1/1, E.5/0.1,
E.5/1, E.7/0.1, G.1/1.5, G.2/1.5 and G.3/1.5
LOCATION OF POUR SET 2:
01.1054
23 October 2001
Lattimore
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 964 Cement
Ticket No. 3135524 Flyash
Time Batched 2:16pm Sand
Time Sampled 3:1 Opm in.
Concrete Temp. (ASTM C1064) 78°F 1.0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C138) Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39)
54
414 Typel
103
1433
1850
25O
Plastocrete 161 @15.5 oz.
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C143)
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
1 5.00 7 1 0/30/01
2 5.00 28 11/20/01
3 5.00 28 11/20/01
4 5.00 56 1 2/1 8/01
86,700 3070
122,500 4330
122,100 4320
28-Day Average 4330
3O00
TECHNICIAN:
DISTRIBUTION:
MFM
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
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.:
CLIENT: Texas Unified Constructors, Inc. DATE:
PROJECT: Field Service Offices & Maint. Fac., Coppell SUPPLIER:
LOCATION OF POUR SET 1: Piers: AA/1.5, C.7/0.1, E.1/0.1, E.1/1, E.5/0.1,
E.5/1, E.7/0.1, G.1/1.5, G.2/1.5 and G.3/1.5
LOCATION OF POUR SET 2:
01.1054
23 October 2001
Lattimore
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 964 Cement
Ticket No. 3135524 Flyash
Time Batched 2:16pm Sand
Time Sampled 3:1 Opm in.
Concrete Temp. (ASTM C1064) 78°F 1.0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C138) Admix //1
Admix //2
AEA
54
414 Typei
103
1433
1850
250
Plastocrete 161 @ 15,5 oz.
COMPRESS/VE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C143)
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
1 5.00 7 10/30/01
2 5.00 28 11/20/01
3 5.00 28 11/20/01
4 5.00 56 12/18/01
86,7OO 3O7O
122,500 ~4330
122,100 f}~320 )
132,000 [ 4.,670
28-Day Average ~'~"330
3O00
TECHNICIAN:
DISTRIBUTION:
MFM
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
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: ~ctors, Inc:, ~_ DATE: :?3 October 2001
PROJECT/ Field Service Offices & Maintenanc Facj JOB NO.: 01.1054
MATERIAL DESCRIFTION: 1) Sele~wn Clayey Sand
ASTM D 698 STANDARD PROCTOR: 1) 111.0 pcf @ 13.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Building //1 Pad (Main Bldg.)
48) approx. 20' south of north bldg. line 1 3 14.2 113.3 102.0 95 +
approx. 20' west of east bldg. line Optimum +/- 2%
49) approx. 20' south of north bldg. line 1 2 13.6 112.6 101.4
approx. 20' west of east bldg. line
50) approx. 20' south of north bldg. line 1 1 12.8 109.1 98.3
approx. 20' west of east bldg. line
Building //3 Pad (Chemical Stora.qe Bldg.)
51) approx. 25' north of south bldg. line 1 3 13.3 118.2 106.5
approx. 10' west of east bldg. line
52) approx. 25' north of south bldg. line 1 2 12,5 115.6 104.1
approx. 10' west of east bldg. line
53) approx. 25' north of south bldg. line 1 1 15.0 1 09.3 98.1
approx. 10' west of east bldg. line
Building //2 Pad (Utility Stora.qe BId.~.)
54) approx. 20' south of north bldg. line I 3 12.6 113.5 102.3
approx. 40' west of east bldg. line
55) approx. 20' south of north bldg. line 1 2 13.1 111.1 100.1
approx. 40' west of east bldg. line
56) approx. 20' south of north bldg. line 1 1 12.9 113.0 101.8
approx. 40' west of east bldg. line
57) approx. 15' north of south bldg, line 1 3 15.0 112.7 101.5
approx. 30' east of west bldg. line
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Texas Ur~ified Constructors, Inc. Page Two
Field Service Offices & Maintenance Fac.-Coppell 23 October 2001
In-Place Density Tests
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Building #2 Pad (Utility Storage Bldg.)
58) approx. 15' north of south bldg. line 1 2 12.6 116.6 105.1 95+
approx. 40' west of east bldg. line Optimum +/- 2%
59) approx. 15' north of south bldg. line 1 1 14.2 109.3 98.8
approx. 40' west of east bldg. line
TECHNICIAN: CDJ
DISTRIBUTION: (3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
BELLED PIER
INSTALLATION OBSERVATION
CLIENT: Texas Unified Constructors, Inc. DATE: 23 October 2001
PROJECT: Field Service Offices & Maint. Fac., Coppell, TX JOB NO.: 01.1054
DRILLER: D & D Drilling TIME: 10:00am-5:3Opm
7.0 hrs./0.5 hrs. OT
PIER SHAFT BELL ALIGN/ REQ'D INITIAL FINAL FINAL TOP OF WATER
MARK DIA. SIZE PLUMB DEPTH DEPTH DEPTH POUR CONC. ELEV. IN HOLE
Service Center
55-G.3/1.5 18" 48" (5)/ok 13.0' 13.3' 13.6' 3:00 -2.1' None
56-G.2/1.5 18" 48" (5)/ok 13.0' 13.5' 13.5' 2:58 -2.8' None
57-G.1/1.5 18" 48" (5)/ok 13.0' 13.3' 13.3' 2:55 -2.9' None
42-E.7/0.1 18" 48" ok/ok 13.0' 13.4' 13.4' 3:05 -3.0' None
43-E.5/0.1 18" 48" ok/ok 13.0' 13.2' 13.2' 3:08 -3.0' None
44-E.1/0.1 18" 48" ok/ok 13.0' 13.0' 13.0' 3:18 -3.0' None
45-C.7/0.1 18" 48" ok/ok 13.0' 13.1' 13.3' 3:20 -3.1' None
51-E.5/1 18" 48" ok/ok 13.0' 13.3' 13.5' 3:12 -2.8' None
50-E.1/1 18" 48" ok/ok 13.0' 13.0' 13.0' 3:15 -2.6' None
58~AA.8/1.5 18" 48" ok/ok 13.0' 13.3' 13.4' 5:00 -2.4' None
59-AA.5/1.5 18" 48" ok/ok 13.0' 13.3' 13.4' 4:55 -2.2' None
60-AA/1.5 18" 48" ok/ok 13.0' 13.2' 13.5' 4:10 -1.0' None
REMARKS: 1) Pier reinforcing verified to be correct in accordance with project plans and specifications,
unless noted otherwise.
2) Concrete placed in piers within 8 hours of drilling completion, unless noted otherwise.
3) Required Depth is based upon existing grade at time of geotechnical investigation. Correct
bearing strata achieved, unless noted otherwise.
4) Initial Depth, Final Depth, and Top of Concrete Elevation, are relative to grade at time
piers were drilled. Contractor must furnish actual elevation, if required.
5) Drilling operations began prior to inspector's arrival.
TECHNICIAN: MFM
DISTRIBUTION: (3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
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 NO.
CLIENT: Texas Unified Constructors, Inc. DATE: 23 October 2001
PR03ECT: Field Service Offices & Maintenance Facility,
Coppell, TX WEATHER: Clear/Light Wind
CON3RETE SUPPLIER: Lattimore AIR TEMP: 85~88°F
LOCATION OF CONCRETE PLACED: 12 Piers (See Pier Inspection Report of 10/23/0i),_
Materials Design Mix
Cement: Mix 54 , 30.00 psi
Brand Holnam Type I Source Bin @ Plant #3 Max. Water-Cement Ratio by weight
Aggregate Type Source Batch Weights - S. S. Dry Basis:
Size
F.A. 0 - #4 Sand Lattimore Cement 4146103 F.A. ~433
I.A. I.A. C.A. 1850
C.A. 1" - #4 Cr. Stone Lattimore Admix Plastocrete _161 @ 15.5 o'z/yd
Actual Batch Computations:
Time Started: 2:45pm
% Free Actual
Moisture Water Batch Wts. Time Finished: 5~00pm
Cement ..~14/103 Concrete Placed, c.y.: 13
F.A. S.0 72 1505 Concrete Temp: 78°F
I.A. Cylinders Made: I . 4
C.A. 1850 Remarks:
Total Free Water 7Z lbs.
Added at Mixer 178 lbs.
Total Water 250 lbs.
Certified Correct MFM
Inspector
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148