Gulf Bearing-LR 950525Huntingdon
Engineering and Science for a Safer Environment
Hu,,,~ngdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CMENTNO.: 3200037
REPORT NO.: 24872
Gulf Bearing DATE OF SERVICE: 5/18/95
Coppell, Texas AUTHORIZATION:
REPORT DATE: 5/25/95
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O' Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE:
DATE OF PLACEMENT:
TIME SAMPLED: 11: 30AM
TEMPERATURE (°F) - AIR: 69
TRUCK NO: 390
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers B/2 and B/3.
Mix Number 16
5/18/95
BY: Frank Tisdale,
CONCRETE: 74
TICKET NO: 6016822
CET
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (de~)
I 1 6.00 5/25/95 7
1 2 6/15/95 28
1 3 6/15/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
99720 3530
REMARKS
ADDITIONALCOMMENTS:
Technician time recorded on report number 24873.
Technician: Frank Tisdale, CET
Report Distribution: ~~_T N LABS
(1) Gutf Bearing, Inc. (1) City of Coppett .
(1) Gromatzky, Dupree & Associates (1) City of Coppe[t
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. K~ng Coo ,
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
Out etterl end reportl Ire for the e.xciulive tree of the client to whom they ire Id~J. reeaed ~Mlall not ~
full w~thout the approval of the t~tlng laboratory. The u~ of ournarne muat rscewe our wn~rml aeprovm.
apply only to the sample teated end/or ir~pected, and a~e not indicative of the quantitle~ of e~parently identical or Nmil~ product~,
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24892
Gulf Bearing DATE OF SERVICE: 5/18/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/25/95
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: 3-6%
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 40
DATE OF PLACEMENT: 5/18/95
TIME SAMPLED: 03:45PM BY: Frank Tisdale,
TEMPERATURE (°F) - AIR: 74 CONCRETE: 75
TRUCK NO: 574 TICKET NO: 7009852
AIR CONTENT(%): 5.0
LOCATION OF PLACEMENT:
Royal Lane, south bound, right hand lane,
storm drain tie-in, Line B, Sta. 0+00,
paving repair.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED {days)
I 1 5.00 5/25/95 7
i 2 6/15/95 28
1 3 6/15/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
108120 3820
REMARKS
Technician: Frank Tisdale, CST Started: 03:30PM Stopped: 04:30PM
Report Distribution: HUNTINGDONe~ERN LABS
(1) GuLf Bearing, [nc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of CoppeL[
(1) Brockette, Davis, Drake
(2) Rogers O'BrJen F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW Our le. tter~ and reports Ire for the e.xclu~ive u~e of the client to whom they ~re .ddre~led a~d ~J~all not b? re_lxo~. __u~d exc.erpte in
full without the epprovl~ of the te~tlng !l~of~to~'y. The ule of o?. n~ne mu~t recew? ~ w. rltte~l ep.,l~O.V,i~..uur. Hltt.er?,llx] re.po~_
apply only to the sample tested and/re' ~rmpected, and ire not indicative of the quantltml or app.'entry laent~cll o~ a~rn,ir pr~uctl.
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: I214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 25125
DATE OF SERVICE: 5/23/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/25/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Utility Backfill
PROJECT DATA
MATERIALS
23525-Dark brown clay
MOISTURE~DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
21.5 99.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% MIN. DENSITY
MOISTURE: opt and above
TEST
NO
1.
2.
3.
4.
LOCATION
Line "A" 36" S.D ,
Sra. 7+35, 2nd lift. (Retest)
Line "A", 24" S.D.,
Sta. 10+00, 1st lift.
Line "A", 24" S.D.,
Sra. 9+90, 2nd lift.
Line "A", 24" S.D.,
Sra. 9+80, final lift.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%} {Pcf) {Pct') {% max)
25.0 21.5 94.2 99.0 95
26.0 21.5 97.4 99.0 98
25.7 21.5 96.0 99.0 97
23.7 21.5 96.6 99.0 98
Report Of Tests Continued On Page 2
1007 LW
Our latter* and resorts ~e for the excluMve uae of the ciient to whom they Me ad~lreeeed aqd. shall not b? relxo~l. ~u~:ed e~x_?~_t_in___
f'~l without the .pmov. of the telt,ng !lbM~y. The use of.o?, n~e
Huntingdon
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 2
DATE OF SERVICE: 4/28/95
24151
REPORT OF TESTS (continued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) [Pcf) {Pcf) (~i~ maxi
93' South, 100' west of south
east building corner,
lift. 25.4 21.5 98.3 99.0 99
95' South, 140' west of south
east building corner, 3rd
lift.
6. 93' South, 83' east of south
west building corner, 2nd
lift.
7. 85' South, 10' west of south
west building corner, 2nd
lift.
25.1 21.5 98.5 99.0 99
25.6 * 21.5 98.1 99.0 99
26.0 * 21.5 95.3 99.0 96
95' South, 30' east of south
west building corner, 3rd
lift. 24.9 21.5 99.2 99.0 100
36' South, 40' west of south
east building corner, 1st
lift.
25.2 21.5 94.2 99.0 95
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
ADDITIONALCOMMENTS:
Technician time recorded on report number 24166A.
Technician: Frank Tisdale, CRT
Report Distribution: HUNTINGDONeSOUTHW~ LABS
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Groetatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers 0'Brien Y. Kin~ Cook~ P.~-.
(1) Southwestern Labs
(1) Southwestern Labs
1007 LW
Our letters and reporte are for the e~(clueiva uae of the client to whmlt they ~e ad~. relied ar~.._~hall not ~
full without the approva~ of the te~ttng !eb~'atuy. The ule of.o?, rta~e, mu~t rem. va..our w. rme~ ap .l~'O.V?...u? mt?r...m.~ ~x~u~
apply o~lly to the samp~e te~ted MId/M iriipected, end Me rK)t irld/cstiv/Jl of the quirltltle~ OT appMelltly ioert~lCM o~ MITIIIM' p~'(xIt .
Huntingdon
Engineering and Science for a Safer Environment
Hu ....ngdon ·Southwestem Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214! 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 25039A
DATE OF SERVICE: 5/22/95
AUTHORIZATION: ongoing
REPORT DATE: 5/25/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Utility backfill
Utility backfill
PROJECT DATA
MATERIALS
MOISTURE/DENSITY RELATIONS
23525-Dark brown clay 21.5
24438-Dark grayish brown clay 23.5
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
99.0
96.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% MIN. DENSITY
MOISTURE: opt and above
TEST
NO
1.
2.
3.
4.
LOCATION
Line "A", 24" S.D.,
Sta. 8+70, 2nd lift.
Line "A" 24" S.D.,
Sra. 8+40, final lift.
Line "A", 36" S.D,
Sta. 7+45, 1st lift.
Line "A" 36" S.D.,
Sra. 7+35, 2nd lift.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
1%} (%} (Pcf) (Pcf) (% max)
27.0 21.5 93.8 99.0 95
24.3 21.5 98.7 99.0 100
27.7 23.5 91.5 96.0 95
27.8 21.5 89.8 99.0 91
Report Of Tests Continued On Page 2
1007 LW
Out lattor~ end raport~ lye fo~ the exclueiva ule of the client to wh~m they are acl~l, relied af~d Bhell not b? re./m'o~l, uced ex.~ in
full without the al)proval of the te~ting laboratocy. The [me of oumame mu~t race:ye our written N~'ovir. uur lettem ~ repo~l~
apply o~ty to the simple telted mad/or inlpected. ~ Ire not indicltiYa of the quantitiel of al~orently ide~icll or ~imiler ixoductl.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 5/22/95
REPORT NO. 25039A
PAGE 2
TEST
NO
5o
REPORT OF TESTS ¢cor, tin~ed)
LOCATION
FIELD OPTIMUM FIELD
MOISTURE MOISTURE DENSITY
[%} (%) (Pcf)
Line "A", 36" S.D.,
sra. 7+00, final lift. 23.0 21.5 99.1
MAXIMUM
DENSITY DENSITY
(Pcf) (% max)
99.0 100
An asterisk (*) appears next to test results Which
do NOT meet the project specifications as noted on page 1.
Technician: Frank Tisdale,
Report Distribution: (1) Gulf Bearing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(Z) Rogers 0'Brien
(1) Southwestern Labs
CET Started: 05: 00PM
(1) City of Coppe[t
(1) City of Coppe[[
Stopped: 07:00PM
HUNTINGDON. S
King Cook, P.E.
(1) Southwestern Labs
1007 LW
Our letters end reports are for the e.~cJusive use of the client to whom they are Id~lr4mm~d ~ ~ not b? re.[wo~l.u~ed ex ,c~flt in
full without the epprovsi of the testing laboratory. Tho ule of mJrnlrne mu~ rec~ve o~ wntt~l I{~l~ovil. uur let~erl am3 rep~tl
apply only to the simple te~ted end/or ir~pected, and are not indicative of the qulntitidl of apporently identical m' similar p~nductl.