ST8804-LR 891214 (2) SHIFLET'I', Inc.
Engineers
~ Construction Materials Engineering Division
ABQ Development Corporation ?ROOE~: Heartz Road; Tract 7
P.O. Box 25625
Albequerque, New Mexico 87125 LOCa~ON: Coppell, Texas
Attn: Mr. Jay A. Chester,P.E. REPORT No: 892544-1
December 14, 1989
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPACTION FIELD COMPACTION
DATE TEST LOCAT]ON
NO. CURVE MOISTURE DENSITY COMPACT]ON
UFT NO. OMC, % MDD. pcf % pcf %
I 12-05 Sta 1+O0 E x iS0'N of CL SO HR-2 16.8 108.9I' 21.1 103.6 95
2 " Sta 3+00 E x 300'S of CL SG HR-2 " # 18.0 107.1 98
3 12-06 Sta 3+00 E x 175'8 of CL SG HR-2 " ~ 21.9 104.9 96
4 " Sta 3+00 E x 10'S of CL SG HR-2 " " 22.8 103.1 95
5 ' Sta 1+75 E x 5'S of CL SG HR-2 " " 22.1 104.2 96
6 " Sta 0+95 E x 275'S of CL SG HR-3 13.5 115.5 16.0 117.0 101
7 " Sta 2+75 E x 200'N of CL SG HR-2 16.8 108.9 21.2 104.4 96
8 Sta 4+50 E x 60'N of CL SG HR-2 " " 18.7 110.0 99
9 " Sta 4+25 E x 275'S of CL SG HR-I 15.4 112.4 15.2 110.1 98
10 12-07 Sta 1+25 x IO0'N of CL 1 C-I 16.7 110.1 11.6' 109.2 98
11 " Sta 5+50 E x 100'S of CL SG HR-4 13.0 114.2 15.3 112.6 99
12 Sta 6+50 E x 200'S of CL SG HR-2 16.8 108.9 15.8 105.8 97
13 Sta 6+75 E x 75'N of CL SG HR-2 " " 18.4 103.7 95
14 " Sta 5+50 E x 225'N of CL SG HR-2 " " 20.8 103.3 95
15 12-08 Sta 2+00 E x 165'S of CL i HR-4 13.0 114.2 14.2 111.2 97
16 ~ Stm 0+80 E @ CL 1 HR-4/C-~ 14.9 112.1 . !5.7 108.6 97
17 " Sta 1+50 E x 200'N of CL 1 C-1 16.7 110.1 17.5 109.6 99
18 " Sta 2+75 E x 150'S of CL 1 C-1 ' " 18.4 106.7 96
19 " Sta 2+25 E x 150'N of CL 1 C-1 " " 18.0 104.4 95
20 " Sta 3+50 E x 250'S of CL 1 C-1 17.0 106.9 97
REMARKS: Tests performed by T. Thompson TEST METHODS: ASTM D 2922. D3017,
Station Numbers from Heartz Road; CL - Centerline of Tract 7 D1556, D 2167 or O 2937
SG - Subgrade
* Does not comply with project specifications.
O,ST.,SUTIO.: ~ il BAKER-SHIFLETT, INC.
Above it
Mr. Jerry Parche', P.E. ! ~ I~
City of Coppe~[1
Attn: Mr. Larry Davis
David R. Friels, P.E.
5450 East Loop 820 South PO. 8ox 1~822 ~o~ ~odh~/exas 781 ~9 (817)~78~8254 ~e~o 572-3411
~oJ~: Heartz Road/Tract 7 mTNO.: 892544-1
Coppell, Texas
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPAC~ON FIELD COMPACTION
DATE TEST LOCA~ON
NO. CURVE MOISTURE DENSITY COMPACTION
UFT NO. OMC,% MDD, pcf % pcf
21 12-08 Sta 3+75 E x 50'S of CL 1 C-1 16.7 110.1 20.5 105.7 96
22 " Sta 3+25 E x 175'N of CL I C-I " " 19.9 104.7 95
23 12-11 Sta 1+75 E x 150'N of CL 1 C-1 " " 19.5 104.9 95
24 " Sta 4+25 E @ CL I C-i/HR- 16.1 111.3 17.7 106.3 96
25 Sta 4+50 E x 250'S of CL 1 C-i/HR- " i9.0 105.6 95
REMARKS: TEST METHODS:ASTMD2932, D3017,
D1556, O2167orD~37
Page Z of__Z_..
54.50 Eas! Loop 820 South P.O. Box 15822 Fort Worth, Texas 7611g /817)4.78-8254 Metro 572-3411
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppeli, Texas REPORT NO: 892544-1
TEST METHOD: AS TM D 6 9 8A LIQUID LIMIT: 3 6
RAMMER TYPE: Me chan i c a 1 PLASTIC LIMIT 1 3
SAMPLE DATE: 1 2 - 0 1 - 8 9 PLASTICITY INDEX: 2 3
SAMPLE PREPARATION: D r y (-) 200 MESH SIEVE: 6 3 Z
SAMPLED BY: T. Thomps on CLASSIFICATION: CL
TESTEDaY: R. Grant DESCRIPTION: Brown sandy lean clay
SAMPLE LOCATION: CUt Area; SE Section
Sta 9+00 x 3+00N
PROCTOR CURVE
PROCTOR NO. HR-1
MAXIMUM DRY DENSITY: 112.4 pcf OPTIMUM MOISTURE CONTENT,
116 ~ ' 'i
; :
108 :II ~', ',i',! ;':':I i '
~-~- -- '
,," I ~,i',, ~,, ~,,$[II ~$~'l
~ ,llil,! iii:;"
' , .............
8 lO 12 14 16 18 20
MOISTURE CONTENT, %
3 7
PAGE OF__
BAKER-SHIFLE'rr. INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
~ST ME~HOD: ASTM D 698A UQU~D UUm 37
RAMMER ]~'PE: Me c hani c a i PLASTIC LIMIT ~ 4
SAMPLE DATE: 12 - 01 - 8 9 PLASTICITY INDEX: 2 3
SAMP~ PREPARATION: Dry (-) 200 MESH SIEVE: 6 3 ~
SAM.~D ~Y: T · Thomp s on C~mCAT~ON: C L
TESTEO~Y: R. Grant OESCm.T~O~: Dk bro~ sandy lean
SAMPLELOCAT~ON: Cut Area; SE Section clay
Sta 3+00 x 3+50N
PROCTOR CURVE
PROCTOR NO. HR-2
MAXIMUM DRY DENSITY: 108.9 pcf OPTIMUM MOISTURE CONTENT,%: 16.8
112
108
104
100
96
10 12 14 16 18 20 22 24
MOISTURE CONTENT. %
PAGE 4 OF 7
OUR LETTERS ANO REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO ~OM THEY ARE AOOREESED AND A~L¥ ONLY TO THE SAMPLES TESTED.
'r~ST RESULTS ARE NOT NECESSARILY INDICATIVE DF THE QU ALIT~ OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
BAKER-SHIFLETr, INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METHOO: AS TM D 6 9 8A MOULD LIMIT: 2 9
RAMMER TYPE: Me c hani c a 1 PLASTIC LIMIT 16
SAMPLE DATE: 12- 05 - 89 PLASTICITY INDEX: 13
SAMPLE PREPARATION: Dry (-) 200 MESH SIEVE: - -
SAMPLED BY: T. Thomp S O'[~ CLASSIFICATION: - -
TESTEDBY: R. Grant DESCRIPTION: Yellowish tan sandy
SAMPLE LOCATION: SW Area of Tract 7 clay
PROCTOR CURVE
PROCTOR NO. HR-3
MAXIMUM DRY DENSITY: 115.5 pcf OPTIMUM MOISTURE CONTENT,%: 13.5
: ~ ,+i+ .......
· m t tllll -~., ~ ~,,. ~-
· -- " : i , : , i,,,,,,,,i ~--+q'~q iil~ll : i !I' '. '[ I!11:i ;',~li'= ',',i: 11111111
;;' :;i"; ;":: -'- ii ~_-~',],llllll!,l,~Ji~:~-~-II: i l~ii[i !?iii
,, , ,, ,, , ~ , ,, ~ ; ; ,, ~, ~ ~ ~ , : ~ :~ ,,,,~ ',~I~ ~I ~
........ ~ ;i~lll '. ,i;, ' .... ~
7 9 11 13 15 17 19 21
MOISTURE CONTENT, %
PAGE 5 OF 7
BAKER-SHIFLETT. INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METHOD: AS TM D 598A LmUm LIMIT: 24
RAMMER ~PE: Me c hani c a 1 P~ST,C UM,T 17
SAMPLE DATE: 1 2 - 0 5 - 8 9 PI. ASTIClTY INDEX: 7
SAMPLE PREPARATION: Dry (.) 200 MESH SIEVE: 4 2 Z
SAMPLED BY: T. Thomp s on C~SS'F,C^T,O,: S C- SM
TESTEDBY: R. Grant DESCRIPTION: Bro~-a silty, clayey
SAMPLE LOCATION: ~T Center of Tract 7 sand
PROCTOR CURVE
PROCTOR NO. HR-4
MAXIMUM DRY DENSITY: 114.2 pcf OPTIMUM MOISTURECONTENT,%: 13.0
118
~Fa; .............................................
~:~,~', ..... ~ ,~, ,
10 12 14 16 18 20 22 24
MOISTURE CONTENT. %
p~ 6 o~ 7
BAKER-SHIFLETT, INC.
MOISTURE-DENSITY RELATIONSHIP
PROJECT: Heartz Road Project REPORT DATE: December 14, 1989
Tract 7
LOCATION: Coppell, Texas REPORT NO: 892544-1
TEST METHOD: ASTM D 698A UaUlO LIMIT: 35
RAMMER TYPE: He chani c a 1 PLASTIC LIMIT 13
SAMPLE DATE: 12 - 0 6 - 8 9 PLASTICITY ~ND~X: 22
SAMPLE PREPARATION: D r y (.) 2o{i MESH SI~/E: 51 Z
SAMPLED BY: T. Thump s o~ C~SSlFICATION: CL
TESTEDBY: C. ROW~ DESCRIPTION: L[ tsn w/or~R~e ssndy
SAMPLE LOCATION: S[a 8+00 E X 200'N of CL lean clay
(borrow area)
PROCTOR CURVE
PROCTOR NO. HR-5
MAXIMUM DRY DENSITY: 113.9 pcf OPTIMUM MOISTURE CONTENT, %: 14.
118 '
7 9
MOISTURE CONTENT, %
p~ 7 o~ 7
BAKER-SHIFLEI-r, INC.