ST9801-LR 991217 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
10 Job No.: 1520COP03
Inlet Bottom @ Sta. 43+00 & 20' Rt. of C and
Riprap for Storm Sewer Inlet @ Sta. 41+35
Contractor: Ed Bell Construction ( K & S Utilities)
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification: ,.
Quantity Represented:
Sampled By:
By Order Of:
CP121701 CP121702 CP121703
12/24/99 12/24/99 01/14/00
128090 130870 155920
7 7 28
4530 4630 5520
4580
12/17~9
4000 psi@28 days
10/10/10
J. Moreland
CP121704
01/14/00
158820
28
5620
5570
Temperature: Ambient 54 o F Mix 60 o F Air Content 5.0 % Slump
5.0
Inches
Time of Sample: 1:30 PM Pick-Up Charge: Yes
Source of Concrete: TXI 41 Mix Code: 8205 Ticket No.: 1477697
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES,
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
,tgW, g wEC. h Eslllicgrial C..
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
10 Job No.: 1520COP03
Inlet Bottom @ Sta. 43+00 and Inlet Riprap @
Sta. 41 +35
Contractor: K&S Utility Contractors
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
12/17/99
4000 psi @ 28 days
10/10/10
J. Moreland
CP121701 CP121702 CP121703 CP121704
12/24/99 12/24/99 01/14/00 01/14/00
128090 130870
7 7 28 28
4530 4630
4580
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
54 o F Mix
1:30 PM
TXI 41
60 o F Air Content 5.0 % Slump 5.0 Inches
Pick-Up Charge: Yes
8205 Ticket No.:
PCF
Mix Code:
Unit Weight
1477697
Yield CF/CY
City of Coppell - Larry Davis
Page
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF 'R-IE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECHo
izn e'c, l ieimriq
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
5T
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Utility Trench Backfill
9
RESULTS OF FIELD DENSITY TESTS
TEST DATE PETEST
NO. OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COMPACTION
15 12/17/99 Water Line @ Sta. 14+50
16 12/17/99 Water Line @ Sta. 14+40
17 12/17/99 Water Line @ Sta. 12+00
18 12/17/99 Water Line @ Sta. 11+90
TESTS PERFORMED BY: John Moreland
REMARKS:
*Percent moisture exceeds specifications.
**Percent compaction does not meet specifications.
PROCTOR NO.: 1 - 118.5 pcf@ 10.9% Moisture
6402-112.5 pcf@ 13.4% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City ofCoppell - Larry Davis
-Y 6402 99.1 18.5' 88.1'*
Final 6402 111.7 12.6 99.3
-Y 6402 98.4 17.5' 87.5**
-1' 6402 108.9 15.4 96.8
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
OUR LETTERS AND REPORTS ARE FOR TH~ EXCLUSIVE USE OF THE CLI]~T TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
10 Job No.: 1520COP03
Inlet Bottom @ Sta. 43+00 and Inlet Riprap
Sta. 41 +35
Contractor: K&S Utility Contractors
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
12/17/99
4000 psi @ 28 days
10/10/10
J. Moreland
CP121701 CP121702 CP121703 CP121704
12/24~9 12/24/99 01/14/00 ...01/14/00
128090 130870
7 7 28 28
4530 4630
4580
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
54 o F Mix 60 o F Air Content 5.0 % Slump
1:30 PM Pick-Up Charge: Yes
TXI 41 Mix Code: 8205 Ticket No.: 1477697
Unit Weight PCF
5.0 Inches
Yield CF/CY
City of Coppell - Larry Davis
Page
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
~;Z~,J'l;BC',h Ellineerinl Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Utility Trench Backfill
9
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST
NO. OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR HELD FIELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COMPACTION
15 12/17/99 Water Line ~, Sta. 14+50
16 12/17/99 Water Line ~ Sta. 14+40
17 12/17/99 Water Line ~ Sta. 12+00
18 12/17/99 Water Line @ Sta. 11+90
TESTS PERFORMED BY: John Moreland
Post-iF Fax Note 7t37'1mt,~.,q-l~ I;a°t~s~' ~i
Pg
To El)BE~LL ~o~sV. ,=,.o,, L,~¢.,,/D~qb
Co./Pep,. co. n,,IT'V OF eOei::'F__-LL
Phone # Phone # q1~-504-3(d1'9
F.~# 2gl-302-320~ Fa,# q-l,,q-g>4-55'7o
-Y 6402 99.1 18.5' 88.1'*
Final 6402 111.7 12.6 99.3
-Y 6402 98.4 17.5' 87.5**
-I' 6402 108.9 15.4 96.8
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
74644
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. MqD APPLY ONLY TO THE SAMPLES TESTED
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAblPLES
TIllS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FL'LL V~qTHOUT/HE APPROV~,L OF STANTECH
~;DJ'/:r'we'C',LS/Ellineerinl Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Utility Trench Backfill
9
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST
NO. OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COxMPACTION
15 12/17/99 Water Line ~ Sta. 14+50
16 12/17/99 Water Line ~ Sta. 14+40
17 12/17/99 Water Line ~ Sta. 12+00
18 12/17/99 Water Line @ Sta. 11+90
TESTS PERFORMED BY: John Moreland
REMARKS:
*Percent moisture exceeds specifications.
**Percent compaction does not meet specifications.
PROCTOR NO.: I - ll8.5pcf~: 10.9%Moisture
6402-112.5 pcf~: 13.4% Moisture
SPECIFICATION: 95% Compaction (~ -2% to +2% Moisture
DISTRIBUTION: City ofCoppell - Larry Davis
-Y 6402 99.1 18.5' 88.1'*
Final 6402 111.7 12.6 99.3
-Y 6402 98.4 17.5' 87.5**
-l' 6402 108.9 15.4 96.8
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
post-it® Fax Note 7671
To 1~12 BgLL
Co./Dept,
Phone #
F.×# 21~ -!~2- 320~
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE .ADDRESSED. ~ND APPLY ONLY TO THE SAMPLES TESTED
TEST RESULIS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF -%PP.M/,ENTLY iDENTICAL OR SIMILAR S,,~,IPLES
REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH