SS9901-LR050707M T
Construction Materials Testing
and Environmental Consulting
�°exas CMT Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352.6957 Fax (214) 352.6972 www.texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: July 7, 2005 Date Concrete Placed: June 30, 2005 Standard 6"x12"
Client: City Of Coppell Area 28.27 Square Inches
Pr4ject DeForest & Sandy Lake Wastewater Concrete Report No.: 1
Lift Stations: Project SS 99 -01
Contractor Project NO.: 205 -0126
Concrete Supplier and Plant: Southern Star 279
Location of placement: Pit
MATERIALS snnrce; SSD Batch Wts OBSERVATION DATA
Description (Lbs/CuYd)
I -lix Number. 7503
Time Sample Batched:
0 1: 15 pm
Cement
Time Sampled:
01:43 pm
Remarks
Sample Location
Bottom of pit
I-Iv Ash-
Truck/Ticket No
1089/834013
Coarse Aggregate:
Temperature:
DLS 2
Intermediate Aggregate:
Ambient Range:
107eF
Fine Aggregate:
Concrete Range:
106eF
Slump Range (inches):
7'/"
Admixtures
Weather Conditions:
Clear
I
Time Started:
12:00 pm
2
Time Completed
04:15 pm
Added Water: 0 gallons
Sample Air Content ( %):
N/A
Total Cubic Yards placed:
10
Required Streneth (Lbs. /su.in.l:
4000
spcamen
Vumber
Measured
Slum (m
Age
fDays)
Date
Tested
Total Load
Lbs)
Compressive Strength
(Lb,/St In
Remarks
DLS 1
7
07/07/05
128,780
4,560
* Inspector said slump is 7 to 10
DLS 2
28
07 %28/05
inches after svaier
*
DLS 3
28
07/28/05
DLS 4
H
HOLD
Test Methods Utilized
Fracture Regular
Cylinders Made By: MR
ASTMC- ,LC -39,C -143
(Unless Noted Otherwise)
Remarks and /or Distribution:
1 :1 Mr. Rick O'Dell - City ofCoppell
Mr- Todd C. Hoff- Canter Construction Co.
Ms. Erika K Cooper - Turner, Collie & Braden
Mr. Bobby Barr - Onsite cell: 469 -556 -6469
Texas CMT, Inc.
Reviewed
VII tenon and ropoas are lot the -clusisu use of the cliun to t +horn thev arc addressed and shall not be reproduced -shout the full approval of Texas CMT_ Inc "Chu use of our name mu\ioc —c our prior written approval Our letters and
reports apply onh to the sample tested and/or ubscrced and arc not nocessank mdieativc of the quantities of apparcndv id-tical or similar products.
M T
Construction Materials Testing
and Environmental Consulting
iLexas CMT Inc.
10044 Monroe Dritie Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352.6972 www.texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: July 7, 2005 Date Concrete Placed: June 30, 2005 Standard 6 "x12"
Chcnt: City of Coppell Area 28.27 Square Inches
Project DeForest & Sandy Lake Wastewater Concrete Report No.: 2
Lift Stations: Project SS 99 -01
Contractor: Project No.: 205 -0126
Concrete Supplier and Plant: Southern Star 279
Location of Placement: Pit
MATERIALS So—ei SSD Batch Wt, OBSERVATION DATA
Description (LbsicuYen
Mix Number: 7503
Time Sample Batched:
01:40 pm
Cement
Time Sampled:
02:13 pm
Remarks
Sample Location
Bottom of pit
FIB Ash-
Truck/Ticket No
39/834018
Coarse Aggregate.
Temperature:
DLS 6
Intermediate Aggregate:
Ambient Range:
105 °F
Fine Aggregate:
Concrete Range:
104eF
Slump Range (inches):
8
Admixtures:
Weather Conditions:
Clear
I
Time Started:
12:00 pm
2
Time Completed:
04:15 pm
Added Water 0 gallons
Sample Air Content ( ° /n):
N/A
Total Cubic Yards Placed:
40
Renuired Streneth (I b- Ao in l
4000
Speumen
Number
Measured
Slum (inJ
Ape
(Days)
Date
Tested
Total Load
Lbs_
Compressive Strength
(Lb,iSri fin _J
Remarks
DLS 5
7
07/07/05
118,100
4,180
* Inspector said slump is 7 to 10
DLS 6
28
07/28/05
inches after water
*
DLS 7
28
07/28/05
DLS 8
H
HOLD
Test Methods Ltili -d
r rr.�nI'ess ture Repular
Cylinders Made By: MR
ASTM C -31 C -39,C -143
Noted Otherwise )
Remarks and /or Distribution:
cc Mr Rick O'Dell - City of Coppeli
Mr. Todd C Hoff - Canter Construction Co.
Ms. Erika K Cooper - Turner, Collie & Braden
Mr. Bobby Barr - Onslte cell: 469 -556 -6469
Texas CMT, Inc. Reviewed by:
x
\II Icucn and reports arc for the e-Iusi%c use of the client to thou the% arc addressed and shall not be reproduced e ithout the full approval of Texas CMT, Inc The use of our manes must receive our prior —itten approval. Our letters and
reports appl% onl% to the sample tested and or observed and arc not necessarily indicative of the quantities of apparenth identical or siudar products_
M T
Construction Materials Testing
and Environmental Consulting
iLexas CMT Inc.
10044 Monroe Drive Dallas, Texas 75229 1 (214) 352 -6957 1 Fax (214) 352 -6972 1 www.texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: July 7, 2005 Date Concrete Placed: June 30, 2005 Standard 6 "x12"
Client. City of COppell Area 28.27 Square Inches
Project DeForest & Sandy Lake Wastewater Concrete Report No.: 3
Lift Stations: Project SS 99 -01
Contractor: Project No.: 205 -0126
Concrete Supplier and Plant: Southern Star 279
Location of Placement Pit
MATERIALS sonree/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 7503
Time Sample Batched:
02:21 pm
C emcnt
Time Sampled:
02:42 pm
Remarks
Sample Location.
Bottom of pit
FIN Asir.
Truck/Ticket No.
1880/834021
Coarse Aggregate
Temperature:
DLS 10
Intermediate Aggregate.
Ambient Range:
103eF
Fine Aggregate:
Concrete Range:
107'F
Admixtures:
Slump Range (inches):
9"
Weather Conditions:
Clear
I
Time Started:
12:00 pm
2
Time Completed:
04:15 pm
Added Water: 0 gallons
Sample Air Content (' ) /o):
N/A
Total Cubic Yards Placed:
70
Remtir -d Strength (I.hc /sn in 1
40(1()
Specimen
Number
Measured
Slum on
Age
(Days)
Date
Tested
Total Load
(Lbs.
Compressive Strength
(Lbs1St In
Remarks
DLS 9
7
07/07/05
113,660
4,020
* Inspector said slump is 7 to 10
DLS 10
28
07/28/05
inches after water
9 *
DLS 11
28
07/28/05
DLS 12
H
HOLD
Test Methods Utilized
Fracture Regular
Cylinders Made By MR
AS M C- 31,C- 39,C' -14,
(Unless Noted Otherwise )
Remarks and /or Distribution:
cc. Mr. Rick O'Dell - City ofCoppell
Mr. Todd C. Hoff - Canter Construction Co.
Ms. Erika K Cooper - Turner, Collie & Braden
Mr" Bobbv Barr - Onsite cell: 469 - 556 -6469
Texas CMT, Inc. Reviewed by: v
\II letters and reports arc Ibr the emluso c use of the client to t, hone the, arc addressed and shall not be reproduced without the full approval of Texas CMT, Inc The use of our name nurse receive our prior �critten approval. Our letters and
r ports apple ml% to the sample tested and/or obs—ed and are not neccssarih indicative ofthe qum,titics ofappnruul, identical or similm products.