ST9801-LR000719 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phore 214/631-4372 Fax 214/631-a~380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
70 Job No.: 1520COP03
Coppell Road at Minyard, Inlet at Sta. 17+10
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number: CP071901
Test Date: 07/26/00
Maximum Load, LBS: 108720
Age When Tested, Days: 7
Compresslye Strength, PSh 3850
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP071902 CP071903
08/16/00 08/16/00
155170 165120
28 28
5490 5840
5670
07/19/00
4000 psi @ 28 days
4 of 4
S. Adli
CP071904
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
100 o F
1:30 PM
TXI/8205
City of Coppell - Larry Davis
Mix 95 ° F Air Content 3.50 % Slump 3.00
Pick-Up Charge: Yes
N/A Ticket No.: 2686875
Inches
Unit Weight PCF
Yield CF/CY
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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631,-4372 Fax 214/631,4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
70 Job No.: 1520COP03
Coppell Road at Minyard, Inlet at Sta. 17+10
Contractor: Ed Bell Construction
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:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast: 07/19/00
Specification: 4000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By: S. Adli
By Order Of:
CP071901 CP071902 CP071903
07~26~00 08/16/00 08/16/00
108720 155170 165120
7 28 28
3850 5490 5840
5670
CP071904
DISCARD
DISCARD
Temperature: Ambient 100 o F Mix 95 o F Air Content 3.50 % Slump 3.00 Inches
Time of Sample: 1:30 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8205 N/A Ticket No.: 2686875
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Page 1
Test Methods: ASTM C 31, C 39, C 173, C 492, C 231 and C ~0~
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 QUALI'Pt' OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
N
9200 King Arthur Ddve
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
Lime Treated Paving SubFade
69
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST
NO. OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
109 07/19/00 101
110 07/19/00 102
111 07/19/00 103
112 07/19/00 104
113 07/19/00 105
114 07/19/00 106
Coppell Rd. at Sta. 22+40, NB Lane
Coppell Rd. at Sta. 19+50, Centerline
Coppell Rd. at Sta. 16+50, SB Lane
Coppell Rd. at Sta. 13+50, NB Lane
Coppell Rd. at Sta. 10+50, Centerline
Coppell Rd. at Sta. 7+50, SB Lane
TESTS PERFORMED BY: M. Kashem
REMARKS:
PROCTOR NO.:
7093 - 110.5 pcf@ 16.0% Moisture
7094 - 101.0 @ 21.0% Moisture
7109-116.0 @ 13.0% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City ofCoppell - Larry Davis
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Grade 7093 106.6 16.6 96.5
Grade 7094 100.4 22.3 99.4
Grade 7094 99.7 22.4 98.7
Grade 7109 112.1 16.9 96.6
Grade 7109 112.0 13.9 96.5
Grade 7109 111.0 13.3 95.8
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
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
'~r'w~'C',kfl Ealhlm'hll b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffm, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Lime Treated Paving Subgrade
Report No.: 68
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT
NO. OF DEPTH TEST DENSITY MOISTURE OF
TEST NO. PCF % SPECIFIED
NUIvlBER COMPACTION
101 07/19/00 Coppell Rd. at Sta. 22+40, NB Lane Grade 7093 113.5 ~ 102.7
102 07/19/00 Coppell Rd. at Sta. 19+50, Centerline Grade 7094 109.5 ~ 108.4
103 07/19/00 Coppell Rd. at Sta. 16+50, SB Lane Grade 7094 106.7 ~, 105.6
104 07/19/00 Coppell Rd. at Sta. 13+50, NB Lane Grade 7109 109.4 18.7 ~
105 07/19/00 Coppell Rd. at Sta. 10+50, Centerline Grade 7109 108.9 19.2 [.
106 07/19/00 Coppell Rd. at Sta. 7+50, SB Lane Grade 7109 109.0 16.8 l,
107 07/19/00 Coppell Rd. at Sta. 4+50, NB Lane Grade 7109 113.9 15.7 ~'
108 07/19/00 Coppell Rd. at Sta. 1+50, Centerline Grade 7109 114.3 13.7 ~[1~!~ ·
TESTS PERFORMED BY: M. Kashem
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS: *Percent Moisture is Below Specifications; **Percent Compaction is Below Specification.
PROCTOR NO.:
7093 - 110.5 pcf @ 16.0% Moisture
7094 - 101.0 @ 21.0% Moisture
7109-116.0 @ 13.0% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City of Coppell - Larry Davis
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FLq~ WITHOUT THE AI~PROVAL OF STANTECH
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631.4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
70 Job No.: 1520COP03
Coppell Road at Minyard, Inlet at Sta. 17+10
Contractor: Ed Bell Construction
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: 07/19/00
Specification: 4000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By: S. Adli
By Order Of:
CP071901 CP071902 CP071903 CP071904
07/26/00 08/16/00 08/16/00 HOLD
108720
7 28 28 HOLD
3850
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
100 ° F
1:30 PM
TXI/8205
Mix 95 o F Air Content 3.50 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2686875
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 THEAPPROVAL OF STANTECH.
9200 King Arthur Drive
Dalm, Texas 75247-3610
Phone214/631-4372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
70 Job No.: 1520COP03
Coppell Road at Minyard, Inlet at Sta. 17+10
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Gdffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number: CP071901
Test Date: 07/26/00
Maximum Load, LBS: 108720
Age When Tested, Days: 7
Compressive Strength, PSI: 3850
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast: 07/19~00
Specification: 4000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By: S. Adli
By Order Of:
CP071902 CP071903 CP071904
08/16/00 08/16/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
100 ° F
1:30 PM
TXI/8205
Mix 95 ° F Air Content 3.50 % Slump 3.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
2686875
Yield CF/CY
City of Coppell - Larry Davis ~n~~..~ .
Page 1 .~
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.
~CU'I~rfEC'Z'Z Elgilleering Ce.
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
Lime Treated Paving Subgrade
69
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST
NO. OF
TEST
NUMBER
109 07/19/00 101
110 07/19/00 102
111 07/19/00 103
112 07/19/00 104
113 07/19/00 105
114 07/19/00 106
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
Coppell Rd. at Sta. 22+40, NB Lane
Coppell Rd. at Sta. 19+50, Centerline
Coppell Rd. at Sta. 16+50, SB Lane
Coppell Rd. at Sta. 13+50, NB Lane
Coppell Rd. at Sta. 10+50, Centerline
Coppell Rd. at Sta. 7+50, SB Lane
TESTS PERFORMED BY: M. Kashem
REMARKS:
PROCTOR NO.:
7093 - 110.5 pcf@ 16.0% Moisture
7094 - 101.0 @ 21.0% Moisture
7109 - 116.0 @ 13.0% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City of Coppell - Larry Davis
HELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Grade 7093 106.6 16.6 96.5
Grade 7094 100.4 22.3 99.4
Grade 7094 99.7 22.4 98.7
Grade 7109 112.1 16.9 96.6
Grade 7109 112.0 13.9 96.5
Grade 7109 111.0 13.3 95.8
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
THIS REPORT SHALL NOT BE REPRODUCBD EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
'~lz~BCh [Igianring h.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631,-4380
Mr. Kenneth Griffm, 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
Lime Treated Paving Subgrade
68
RESULTS OF FIELD DENSITY TESTS
TEST DATE PETEST TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT
NO. OF DEPTH TEST DENSITY MOISTURE OF
TEST NO. PCF % SPECIFIED
NUMBER COMPACTION
101 07/19/00 Coppell Rd. at Sta. 22+40, NB Lane Grade 7093 113.5 12.9' 102.7
102 07/19/00 Coppell Rd. at Sta. 19+50, Centerline Grade 7094 109.5 16.7' 108.4
103 07/19/00 Coppell Rd. at Sta. 16+50, SB Lane Grade 7094 106.7 16.8' 105.6
104 07/19/00 Coppell Rd. at Sta. 13+50, NB Lane Grade 7109 109.4 18.7 94.3**
105 07/19/00 Coppell Rd. at Sta. 10+50, Centerline Grade 7109 108.9 19.2 93.9**
106 07/19/00 Coppell Rd. at Sta. 7+50, SB Lane Grade 7109 109.0 16.8 94.0**
107 07/19/00 Coppell Rd. at Sta. 4+50, NB Lane Grade 7109 113.9 15.7 98.2**
108 07/19/00 Coppell Rd. at Sta. 1+50, Cente~ine Grade 7109 114.3 13.7 98.5**
TESTS PERFORMED BY: M. Kashem TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS: *Percent Moisture is Below Specifications; **Percent Compaction is Below Specification.
PROCTOR NO.:
7093 - 110.5 pcf @ 16.0% Moisture
7094 - 101.0 @ 21.0% Moisture
7109 - 116.0 @ 13.0% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City of Coppell - Larry Davis
ft./... '....:
SIGNED ~
PAGE 1 OF 1
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
~aIl:m"'J~e~'Z% Emglmnring I~w.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
70 Job No.: 1520COP03
Coppell Road at Minyard, Inlet at Sta. 17+10
Contractor: Ed Bell Construction
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:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast: 07/19/00
Specification: 4000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By: S. Adli
By Order Of:
CP071901 CP071902 CP071903 CP071904
07/26/00 08/16/00 08/16/00 DISCARD
108720 155170 165120
7 28 28 DISCARD
3850 5490 5840
5670
Temperature: Ambient 100 ° F Mix 95 ° F Air Content 3.50 % Slump 3.00 Inches
Time of Sample: 1:30 PM Pick-Up Charge: Yes
Source of Concrete: TXI/8205 N/A Ticket No.: 2686875
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s)i
Distribution:
City of Coppell - Larry Davis
f....-.""k
Test Me~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
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.