SS9901-LR050811C
, Texas C T Inc.
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352.6972 www.texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: August 11, 2005 Date Concrete Placed: August 4, 2005 Standard 6 "x12"
Client: City of Coppell Area 28.27 Square Inches
Project: DeForest & Sandy Lake Wastewater Concrete Report No.: 1 I
Lift Stations: Project SS 99 -01
Contractor: Can-Fer Construction Project No.: 205-0126
Concrete Supplier and Plant Southern Star 66
Location of Placement: Walls
MATERIALS saurcd SSD Batch Ww. OBSERVATION DATA
Description (Lba/CuYd)
Mix Number: 7503
Time Sample Batched:
10:00M
Cement:
Time Sampled:
10:27 am
Fly Ash:
Sample Location:
SE comer - bottom 2'
Remarks
Tmckfricket No
1016/942216
Coarse Aggregate:
Temperature:
Lbs.
Intermediate Aggregate:
Ambient Range:
88aF
Fine Aggregate:
Concrete Range:
94aF
Admixtures:
Slump Range (inches):
6"
DLS 42
Weather Conditions:
Clear
I
Time Started:
08:00 am
2
Time Completed:
01:00 pm
Added Water: 5 gallons
Sample Air Content ( %):
N/A
Total Cubic Yards Placed:
30
Required
Strength Lbs. /s .In.:
4000
Specimen
Measured
Age
Date
Total Load
Compa ssivc strength
Remarks
Number
Slum in,
(Days)
Tested
Lbs.
s/s In.
DLS 41
7
08/11/05
99,520
3,520
DLS 42
28
09/01/05
6
DLS 43
28
09/01/05
DLS 44
H
HOLD
Test Methods Utllimd
Fracture Regular
Cylinders Made By: AB
ASTM C -31 C -39 C -147
Unless Noted Otherwiu
Remarks and/or Distribution:
cc. Mr. Rick O'Dell - City of Coppell
Mr. Todd C. Hoff- Canter Construction Co.
Ms. Erika K. Cooper - Turner, Collie & Braden
Mr. Bobby Bart - Create cell: 469 -556 -6469
J
Texas CMT, Inc. Reviewed by:
All luuurs aM rcWm are for the cn cluuvu use aft client b whom they sin add ousel and anda as be reproduced wiwwt the full appravel raTems CMT, Inc.
parts apply only to dw sample toted and/or observM mM arc nu ncasvily indicative aft 9udarmus of appammly
sur raft, must=ww our prior wriaen approval. nor liners and
or similar product.
C
T Texas CM T Inc.
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Dallas, Texas 75229
(214) 352.6957 Fax (214) 352.6972
www.texascmt.com
REPORT
OF CONCRETE
MIX OBSERVATION
Sample Location:
Report Date:
August 11, 2005
Date Concrete Placed: August 4, 2005
Standard 6 "x12"
Client:
City of Coppell
Lbs.
Area 28.27 Square Inches
Prgiect:
DeForest & Sandy Lake Wastewater
Concrete Report No.: 12
Concrete Range:
Lift Stations: Project SS 99 -01
Admixtures:
Slump Range (inches):
Contractor:
Can-Fer Construction
Weather Conditions:
Project No.: 205-0126
Concrete Supplier and Plant:
Southern Star 72
08:00 am
2
Location of Placement
Walls
Added Water: 0 gallons
Sample Air Content I%):
MATERIALS san,ev SSD Met Wt.. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 7503
Time Sample Batched:
10:36 am
Cement:
Time Sampled:
1 1:18 am
Fly Ash:
Sample Location:
SW comer - top 5'
Remarks
Truckrricket No
2043/613185
Coarse Aggregate:
Temperature :
Lbs.
Intermediate Aggregate:
Ambient Range:
94eF
Fine Aggregate
Concrete Range:
96
Admixtures:
Slump Range (inches):
5%]
DLS 46
Weather Conditions:
Clear
I
Time Started:
08:00 am
2
Time Completed:
01:00 pm
Added Water: 0 gallons
Sample Air Content I%):
N/A
Total Cubic Yards Placed:
40
fce mreu
aven n Lus./s .m.:
4uuu
Specimen
Measured
Age
Date
Total Load
Compressive StrengN
Remarks
Number
Slum in.
De
Tested
Lbs.
Lba /S in
DLS 45
7
08/11/05
130,820
4,630
DLS 46
28
09/01/05
5 „
DLS 47
28
09/01/05
DLS 48
H
HOLD
Test Methods Utilized
Fracture Regular
Cylinders Made B AB
ASTM C -31,C-39 143
Unless Notts Otherwiw
y X
Remarks and/or Distribution:
cc: Mr. Rick O'Dell - City of Coppell
Mr. Todd C. Hoff - Center Construction Co.
Ms. Erika K. Cooper - Turner, Collie & Braden
Mr, Bobby Barr - Onsite cell: 469 - 556-6469
J
Texas sue, Inc.
Reviewed
All I.aen vM reports are fa the exnlusire use oftbe clicu b wMm Clay am sM wM W ilull wt be reproduced widwW the PoII approval afTexae CMT, Ix. TM use of our name must receive our poor wrim:n approval. Our loners and
repmis apply oalytotMsample mood aromr oleswvd and are not mcroserily iMiurive ofae quamities ofapparrintlY ihntiwl or similar products.