ST8805-LR 890428 KER. SHIFLET-I', Inc.
Engineers
Construction Materials Engineering Division
April 28, 1989
Coppell Independent School Dlstrlct
1201 Wrangler Drive
Coppell, Texas 75019 LOCATION:
Attn: ~Dr. Davld Stanfleld BE"ORTNO:
Coppel I, Texas
892488-5
RESULTS OF FIELD DENSITY TESTS
RETEST PERCENT
TEST DATE OF TEST LOCATION PROCTOR FIELD FIELD OF
TEST MOIgTUflE DENSITY PROCTOR
NO. TEgT L IFT NO. ~ ,CF DENSITY
NUMBER
WATER L I NE 'B":
200 4-24 - S'l'a 5+25 1 F'W-2 13.0 96.0 81,
201 ·" - Sta 4+00 1 I:'W-2 16.5 110.8 93*
202 4-25 201 Sta 4+00 1 F'W-2&3 21.8 106.7 102'1'
203 " - S'l'a 3+30, lateral, 15'W 1 F'W-4 27.6 92.2 101
204 " - Sta 2+00 1 F'W-I&4 25.4 98.4 95
205 " - Sta 1+30, lateral, 15'W 1 I:~-1 13.0 116.1 100
206 " - S'l'a 4+50 2 PW-I&4 21.6 98.7 95
207 ,, - Sta 3+50, la'l'eral, IO'W 2 1~-3&2' 21.3 99.8 95
Tests performed by T. Thompson
TEST METHODS: ASTM D 2B22. D 3017, O 1999, D 2197
OR D 2937
REMARKS: Location references are station numbers referenced
to those provided on plans.
Does not comply with project specifications.
This retest now complies with project specifications.
DISTRIBUTION:
1 Above
1 Jerry Parchef Consulting Engineers
Attn: Hr, Jerry Parchet, P~E.
1 City of Coppell
Attn: Hr. Steven K. Norton
BAKER-SHIFLETT, INC.
Glenn C. Goss, P.E.
Texas 49386
1 2
PAGE
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
PROJECT: Parkway Boulevard & High School Access Rd REPORTNO:
RESULTS OF FIELD DENSITY TESTS
892488-5
BAKER-SHIFLETT, INC.
REMARKS:
2 2
PAGE OF
RETEST PERCENT
TEST DATE - OF TEST LOCATION PROCTOR FIELD FIELD OF
NO, TEST TEST MOISTURE DENSITY PROCTOR
NUMBER L I FT NO. ~ PCF DENSITY
WATER L I NE "B":
208 4-25 - Sta 1+75 2 PW-:)&2 2:).:) 99.8 95
209 " - Sta 1+:)0, lateral, lO'W 2 PW-1 17.5 111.8 96
210 " - Sta 00+50 1 PW-1 14.0 110.8 95
211 4-26 200 S~a 5+25 1 PW-2 15.0 117.0 99
212 " - S~a :)+20 F PW-:) 27.0 90.1 99
WATER L I NE .A,: ,~
21:) " - S~ra 6+25 1 PIN-:) 27.0 9:).2 103
214 4-27 - Sta :)+60 2 PW-I&2 14.7 111.9 95
215 " - Sta 4+05, lateral, 35'S 1 PW-1 13.2 113.9 98
216 " - Sta 3+20 1 PH-2 12.4 114.5 97
217 " - Sta 2+00 1 PW-1 13.9 11:).4 97
BAKER. SHIFLETT, /nc.
Construction Materials Engineering Division
Engineers
April 28, 1989
Coppell Independent School Dlstrlct
1201 Wrangler Drive
Coppell, Texas 75019
Attn= Dr. David Stanfleld
PROJECT:
LOCATION:
Parkway Boulevard &
High School Access Road
Coppell, Texas
RE~RTNO: 892488--5
RESULTS OF FIELD DENSITY TESTS
RETEST ~RCENT
TEST DATE OF TEST LOCATION ~OCTOR FIE~ FIELD OF
~ M~$TU"E DENSI~ ~OCTOR
NO. TEST L I FT NO. % ~F DENSI~
NUMBER
WATER LINE 'B':
200 4-24 - Sta 5+25 1 F'~-2 13.0 96.0 81~
201 " - Sta 4+00 1 1~-2 16.5 110.8
202 4-25 201 Sta 4+00 1 PW-2&3 21.8 106.7 102?
203 " - Sta 3+30, lateral, 15tW 1 P~-4 27.6 92.2 101
204 " - Sta 2+00 1 PW-I&4 25.4 98.4 95
205 " - Sta 1+30, lateral, 15tW 1 PN-1 13.0 116.1 100
206 " - Sta 4+50 2 PW-I&4 21.6 98.7 95
207 " - Sta 3+50, lateral, 10~W 2 PW-3&2 21.3 99.8 95
I
Tests performed by T. Thompson
TEBT METHODS: ASTM D 2922, D ~017, D 1556, D 2147
OR D 2937
REMARKS: Location references are station numbers referenced
to those provided on plans.
~ Does not comply with project specifications.
? This retest now complies with project specifications.
DISTRIBUTION:
1 Above
1 Jerry Parche~ Consulting Engineers
Attn: ~r. Jerry Parche', P.E.
1 City of Coppell
Attn: ~r. Steven M. I~orton
BAKER-SHIFLETr, INC.
Glenn C. Goss, P.E.
Texas 49386
PAGE ,
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
1 2
P, OJECT: Parkvay Boulevard & High School Access Rd ,EPO,TNO: 892488--5
RESULTS OF FIELD DENSITY TESTS
RETEST PERCENT
TEST DATE OF TEST LOCATION PROCTOR FIELD FIELD OF
NO. TEST TEST MOISTURE DENSITY P~OCTOR
NUMBER L I FT .o. ~ ,<:F DENSITY
WATER L I NE "B":
208 4-25 - Sfa 1+75 2 PW-3&2 23.3 99.8 95
209 " - Sfa 1+30, laferal, 10'W 2 F'f/-1 17.5 111.8 96
210 " - Sfa 00+50 1 PW-1 14.0 110.8 95
211 4-26 200 Sta 5+25 1 I=W-2 15.0 117.0 9g
212 " - Sta 3+20 F PW-3 27.0 90.1 99
WATER LINE "A":
213 " - Sta 6+25 1 PW-3 27.0 93.2 103
214 4-27 - Sta 3+60 2 PW-I&2 14.7 111.9 95
215 , - Sta 4+05, lateral, 35tS 1 PW-1 13.2 113.9 98
216 " - Sta 3+20 1 PW-2 12.4 114.5 97
217 " - Sta 2+00 1 PW-1 13.9 113.4 97
REMARKS:
BAKER-SHIFLETT, INC.
PAGE