Town Center L1B2-LR 980805· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433
Fax (214) 352-6972
REPORTOF CONCRETE MIX INSPECTION
Report Date: August 5, 1998 Date Concrete Placed: July 8, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix #10
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 20
Project No.: 298-0165
MATERIALS ~ .... sso B.c,, w.. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 953 Time Sample Batehed:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 104°F
Concrete Range: 103°F
Admixtures: Slump Range (inches): 6M"
I Weather Conditions: Clear
2 Time Started: 07:45 am
Added Water: 15 Gallons Time Completed: 03:15 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 220
Required Strength (Lbs./sq.in.): 3,000
11:20 am
12:40 pm
Paving - 250' E. & 30' S. of SW comer of
building
189/103892
Spccicnen Measured Age Date Total Load Compressive Strength Remarks
Numher Slump (in.) (Days) Tesmd (Lbs.) (Ll:s./Sq.ln.)
CTC 82 7 07/15/98 65,780 2,330
CTC 83 28 08/05/98 90,100 3,190
CTC 84 6aA" 28 08/05/98 90,880 3,210
CTC 85 H HOLD
Test Metl~ds Utilized Fracture Regular Cylinders Made By: HG
ASTM C-31.C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All letters and reports are tbr the exclusive use of the client to whom they are addressed and shall not he reprodu[e~without the full approval of GEE Consultants, Inc. The use of our ~mme must recelv~
ear ~ior written approval. Our letters and reports apply only to the sample tested aed/or inspected and are ~M' neezasartly ~ndscat~v~ of the quantities of apparemly ~dentical or similar prodnct$.
· GEOTECHNICAL ENGINEERING
GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 ·
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: August 5, 1998 Date Concrete Placed: July 8, 1998
Client: Ewing Properties
Pm.~ect: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix #1
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 19
Project No.: 298-0165
MATERIALS s ...... ssa Be,ch we*. INSPECTION DATA
Descripuon (Lbs/CuYd)
Mix Number: 953 Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: 1" Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 97°F
Concrete Range: 101 °F
Admixtures: Slump Range (inches): 5"
1 Weather Conditions: Clear
2 Time Started: 07:45 am
Added Water: 20 Gallons Time Completed: 03:15 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 140
Required Strength (Lbs./sq.in.): 3,000
09:50 am
11:20 am
Paving - 150' E. & 20' S. of SW comer of
building
627/17841
Specimen Measured Age Date To*al Load Compressive Strength Remarks
Numl~r Slump (in.) (Days Tested (Lb~. } (Lbs./Sq.ln. )
CTC 78 7 07/15/98 67,480 2,390
CTC 79 28 08/05/98 91,020 3,220
CTC 80 5" 28 08/05/98 96,280 3,410
CTC 81 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: HG
ASTM C-31.C-39,C-143 (Unless Noted Otherwise}
Remarks and/or Distribution:
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
letters and reports are for d ..... Imi ..... f,he clieo, m whom they are addressed and si.mi, nm be repmduc~i-fi~"~ full aiAgroval of GEE Consul... Inc. The .use of o~r r~me taus, receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are no~neceasalnly indicative ol the quantluns of apparently ide~ltlcal or similar pro(It/cts.
-~ - GEOTECHNICAL ENGINEERIN/"'~G '~
E I GEE Consultants, Inc.
IEi CONSTRUCTION MATERI^LS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: August 5, 1998 Date Concrete Placed: July 8, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix #1
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 18
Project No.: 298-0165
MATERIALS s ...... SSD Batch Wts. INSPECTION DATA
Descripuon (LbslCuYd)
Mix Number: 953 Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: 1" Track/Ticket No:
Intermediate Aggregate: Temperature:
Fmc Aggregate: Ambient Range: 92°F
Concrete Range: 96°F
Admixtures: Slump Range (inches): 5t/:"
I Weather Conditions: Clear
~ Time Started: 07:45 am
Added Water: 20 Gallons Time Completed: 03:15 pm
Sample Air Content (%): 3%
Total Cubic Yards Placed: 20
Required Strength (Lbs./sq.in.): 3.000
08:20 am
09:00 am
Paving - 140' E. & 20' S. of the NE comer of
Bank building
630/17826
Specu~en Measured Age Date Total Lead Compressive Strength Remar~
Number Slump (in.) (Daysl Tested (Lbs.) (Lbs./Sq.ln.)
CTC 74 7 07/15/98 71,660 2,540
CTC 75 28 08/05/98 97,540 3,450
CTC 76 51/2" 28 08/05/98 95,640 3,380
CTC 77 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: I-lC}
ASTM C-3 I,C-39.C- 143 (Unless Noted Odlerwise)
Remarks and/or Distribution:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All letters and retx~ts are rbr the exclusive use of tim client to whom they are addressnd and shall not be reprnduc~i~ut the t~ll approval of GEE ConsultantL la:. The ule of oor name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or impectnd and are not ne,z~__sardy indicative of the quantities of apparently identical or similar predu~ta.