Verizon-LR 981228CONCRETE COMPREoSIVE STRENGTH TES
Date of Service: 12/15/1998
Client No.: 08644025
Report No.: 9833696
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/15/1998 BATCHTIME: 5:02am
PLANT: 41 TIME SAMPLED: 6:10am BY: Mike Odom
SPECIFICATION REQUmEMENTS WEATHER CONDITIONS: Fair
STRENGTH: 4000 psi @ 28 Days TEMPERATURE(~-AIR 36 F CONCRETE: 55 F
SLUMm 6.0" Max TRUCKNO: 458 TICK~TNO: 1197964
AIR: 3-5% AIR CONTENT (%): 4.7 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Paving slab-on-grade (parking) #3
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (i Aches) TESTED (days)
I 1 6.75 12/22/1998 7
I 2 6.75 12/22/1998 7
I 3 6.75 01/12/1999 28
I 4 6.75 01/12/1999 28
I 5 6.75 02/09/1999 56
ACCUMULATIVE YARDS: 300
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
80910 2860
82030 2900
Average 2880
FRACTURE
TYPE
Sample location: 40' North from Building Line 8 & 80' west from centerline weset
fire lane.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST
"8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/15/1998
08644025
Report No.: 9833696
Project No.: 43-2333-98
Report Date
12/28/1998
Client:
The Beck Group
At-tn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/15/1998 aATCH TIME: 6:36am
PLANT: 41 TIME SAMPLED: 7:10am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F} - AIR 38 F CONCRETE: 57
-SLUMP: 6.0" Max TRUCK NO: 470 TICKET NO: 1198062
AIR: 3-5% AIR CONTENT (%): 4.8 UNIT WEIGHT (per): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 300
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 6.00 12/22/1998 7 98720 3490
2 2 6.00 12/22/1998 7 101010 3570
Average 3530
2 3 6.00 01/12/1999 28
2 4 6.00 01/12/1999 28
2 5 6.00 02/09/1999 56
Sample Location:Directly in Line W/Bldg Line E, 100' west from centerline west
fire lane.
FRACTURE
TYPE
0ILL
4
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 2 of 3
coNCRETE COMPRESSIVE STRENGTH TEST
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/15/1998
08644025
Report No.: 9833696
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: 3-5%
TZST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/15/1998 aAYC}~ TIME: 7:45am
TIME SAMPLED: 8:25am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F} - AIR
TRUCK NO: 802
AIR CONTENT (%): 4.6
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MEASURED
SLUMP DATE AGE
(inches) TESTED (days)
12/22/1998 7
12/22/1998 7
01/12/1999 28
01/12/1999 28
02/09/1999 56
3 I 6.50
3 2 6.50
3 3 6.50
3 4 6.50
Fair
40 F CONCRETE: 58 F
TICKET NO: 1198189
UNIT WEIGHT (pcf~: N/A
3 5 6.50
MAXIMUM
LOAD
(Ibs.~rce)
80000
75840
Average
ACCUMULATIVE YARDS: 330
COMPRESSIVE
STRENGTH
(psi)
2830
2680
2760
FRACYURE
TYPE
Sample location:
(W) fire lane.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
( l ) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Along centerline north side fire lane, 60'
Started: 5:00am
(I) Tile Beck Group
(I) Dalcan, Inc.
Finished: 9:30am
west of centerline
mCEn
Eugen n-,rroour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 3 of 3
IN-PLACE DENSITY TESTING
ENGINEERING, INC.
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
12/16/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9833892
Project No.: 43-2333-98
Report Date
12/28/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M/D No.
Description
Moisture %
Maximum
Density pcf
Project Requirements
Moisture Density
1
2
See below for description
Lt gray sandy shaley clay
w/red sand
12.5
18.5
116.5
107.0
- 1/+3 % 95 %
-i/+3% 95%
FIELD DENSITY TESTS
TEST
NO
MfD MOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pcO (% max)
North Parking Subgrade
Bay 2, 50' N of N fire lane center line 1 15.0
Bay 2, 150' N of N fire lane, center line 1 13.7
Bay 3, 75' N of N fire lane, center line 2 17.9
Bay 3, 175' N of N fire lane, center line 1 13.9
Test results on this report meet project specification.
113.3 97
114.7 99
102.7 96
114.3 98
M/D No. 1 - Light brown and light gray silty sand with dark gray clay balls
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
(1) The Beck Group
I'-I~. ~,Inc.
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TES'i
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 BATCH TIME: 3'28am
PLANT: 41 TIME SAMPLED: 4:00am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 62 F CONCRETE: 76 F
SLUMP: 6.0" Max TRUCKNO: 456 TICKETNO: 1187703
AIR: N/A Am CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
SW & West parking area, slab-on-grade thru Line 3, placement #1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
I I 6.25 12/01/1998 7 90360 3200
1 2 6.25 12/01 / 1998 7 92280 3260
Average 3230
1 3 6.25 12/22/1998 28 112980 4000
I 4 6.25 12/22/1998 28 115130 4070
Average 4040
1 5 6.25 01/19/1999 56
FRACTURE
TYPE
Sample location: 20' West from centerline firelane inside first driveway, along
centerline driveway.
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page ! of 5
2ONCRETE COMPRESSIVE STRENGTH TES'i
.. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 BATCH TIME: 4:55am
eLANT: 41 TIME SAMPLED: 5:20am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 62 F CONCRETE: 77
SLUMP: 6.0" Max TRUCKNO: 456 TICKETNO: 1187779
AIR: N/A AIR CONTENT (%): 6.1 °/o UNIT WEIGHT (pcl): N/A
TEST METilOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 4.75 12/01/1998 7 108360 3830
2 2 4.75 12/01 / 1998 7 108090 3820
Average 3830
2 3 4.75 12/22/1998 28 125000 4420
2 4 4.75 12/22/1998 28 123320 4360
Average 4390
2 5 4.75 01/19/1999 56
FRACTURE
TYPE
Sample location: Centerline southwest driveway limits, 175' northwest from
centerline firelane.
0ILL
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TESt'
.8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 aATCHTIME: 6:06am
PLANT: 41 TIME SAMPLED: 6:30am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 62 F CONCRETE: 74
SLUMP: 6.0" Max TRUCK NO: 462 TICKET NO: 1187873
AIR: N/A AIR CONTENT (%): 5.6% UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 5.25 12/01/1998 7 106170
3 2 5.25 12/01/1998 7 104330
Average
3 3 5.25 12/22/1998 28 124720
3 4 5.25 12/22/1998 28 122110
Average
3 5 5.25 01/19/1999 56
ACCUMULATIVE YARDS: 550
COMPRESSIVE
STRENGTH
(psi)
3750
3690
3720
4410
4320
4370
FRACTURE
TYPE
Sample location: 40' South and 10' west from northeast corner paving placement
#1.
0ILL
This report is exclusively for thc use of the client indicated above aad shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TES i'
.~901 Carpenter Frwy., Suite 0100
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644025
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 BATCH TIME: 7:3 lam
PLANT: 4 i TIME SAMPLED: 8:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)-AIR 62 F CONCRETE: 74 F
SLUMP: 6.0" Max TRUCKNO: 453 TICKETNO: 1188049
AIR: N/A AIR CONTENT (%): 5.5% UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
4 1 4.25 12/01/1998 7 115130 4070
4 2 4.25 12/01/1998 7 113980 4030
Average 4050
4 3 4.25 12/22/1998 28 151660 5360
4 4 4.25 12/22/1998 28 152430 5390
Average 5380
4 5 4.25 01/19/1999 56
FRACTURE
TYPE
Sample location: N/S driveway bay area @ centerline, 30' south form north edge.
This report is exclusively tbr thc usc &the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 4 of 5
'CONCRETE COMPRESSIVE STRENGTH TESf
ENGINEERRXIG, INC.
· . 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644O25
Report No.: 9831863
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/24/1998 BATCH TIME: 8:32am
PLANT: 41 TIME SAMPLED: 9:lSam BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 70 F CONCRETE: 76+ F
SLUMP: 6.0" Max TRUCKNO: 669 TICKET NO: 1188162
AIR: N/A A~R CONTENT (%): 5. I% UNIT WEIGItT (pc?: N/A
TEST METtIOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 580
CYLINDER blEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
5 1 4.25 12/01/1998 7 89450 3160
5 2 4.25 12/01/1998 7 91560 3240
Average 3200
5 3 4.25 12/22/1998 28 132410 4680
5 4 4.25 12/22/1998 28 130090 4600
Average 4640
5 5 4.25 01/19/1999 56
FRACTURE
TYPE
Sample location: Parking area bay 2, 100' from west edge, along centerline.
Technician: Mike Odom
Report Distribution:
( I ) Thc Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 2:30am
(I) The Beck Group
(1) Dalcan, Inc.
Finished: 4:30pm
H~ Engi~nc.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 5 of 5
CONCRETE COMPRESSIVE STRENGTH TES' t
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644025
Report No.: 9831938
Project No.: 43-2333-98
Report Date
12/28/1998
Client:
The Beck Group
At-tn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
6.0" Max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Along Line H, between 14-15
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 I 4.75 12/01/1998
1 2 4.75 12/01/1998
1 3 4.75 12/22/1998
1 4 4.75 12/22/1998
I 5 4.75 01/19/1999
PROJECT DATA
CONCRETE CLASS: N/A
PLACEMENT DATE: 11/24/1998 BATCH TIME: 2:39pm
TIME SAMPLED: 3:20pm BY: Mike Odom
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F)- AIR 72 F CONCRETE: 80 F
TRUCK NO: 814 TICKET NO: 1188847
AIR CONTENT (%): 1.4% UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
Grade beam along Line H between 13.5 & 18, along Line 18, between E.3-H
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 132050
7 135020
Average
28 176410
28 182020
Average
56
ACCUMULATIVE YARDS:35
COMPRESSIVE
STRENGTH
(psi)
4670
4770
4720
6240
6440
6340
FRACTURE
TYPE
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(!) The Beck Group
Started: N/A
(1) The Beck Group
(1) Dalcan, Inc.
Finished: N/A
~ En~nc.
Eug41~Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 1
CONCRETE COMPRESSIVE STRENGTH TES I'
· 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/24/1998
08644025
Report No.: 9831937
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: I 1/24/1998 BATCHTIME: 2:47pm
PLA~rr: 41 TIME SAMPLED: 3:40pm aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (F)-AIR 71 F CONCRETE: 73 F
SLUMP: 6.0" Max TRUCK NO: 481 TICKET NO: I 188867
AIR: N/A AIR CONTENT (%): 1.5% UNIT WEIGHT (pc0.: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Column building area B, Level 1-2, N-9.7, 10-P-9.3, 9.7, H-13, M.5-9.3, east elev.
ASTM C- 172
passenger walls, Area B
ASTM C-39
SAMPLE LOCATION: Column P-9.3 sampled
REPORT OF TESTS ACCUMULATIVE YARDS: 12.5
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.50 12/01 / 1998 7 138420 4900
1 2 6.50 12/01/1998 7 136710 4830
Average 4870
1 3 6.50 12/22/1998 28 185470 6560
1 4 6.50 12/22/1998 28 183100 6480
Average 6520
I 5 6.50 01/19/1999 56
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: N/A
(l) The Beck Group
(1) Dalcan, Inc.
Finished: N/A
I-I~~, Inc.
ne Harbour
F:~_ne Harbour
Vice President
This report is exclusively £or the use of the client indicated above and shall not be reproduced except in full without the written approval of HDC Engineering, Inc.
0ILL Page I of 1
CONCRETE COMPRESSIVE STRENGTH TES'i'
IBC
8.901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/23/1998
08644025
Report No.: 9831744
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 4 l
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: N-9
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/23/1998 aATCH TIME: 2:43pm
TIME SAMeLED: 3:15pm aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 724
AIR CONTENT (%): 1
PLACEMENT LOCATION:
Partly cloudy
72 F CONCRETE: 78
TICKET NO: i 187553
UNIT WEIGHT (pcf): N/A
Building Area B Column Level 1-2, @ N-9, N-9.3, M-9.3, J-9.7 & 9.3, K-9.7 & 9.3
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
6.50
6.50
6.50
6.50
1 5 6.50
DATE
TESTED
REPORT OF TESTS ACCUMULATIVE YARDS: 17.5
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
11/30/1998
11/30/1998
12/21/1998
12/21/1998
01/18/1999
7 149510 5290
7 146620 5190
Average 5240
28 197610 6990
28 195990 6930
Average 6960
56
Technician time: See
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(l) The Beck Group
Report #9831863
Started:
(1) The Beck Group
(1) Dalcan, Inc.
Finished:
~ E ~g, Inc.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Page I of 1
CONCRETE COMPRESSIVE STRENGTH TES'/
IBC
8.901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/15/1998
08644025
Report No.: 9833695
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Fair to partly cloudy
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 37 F CONCRETE: 57 F
SLUMP: 6.0" Max TRUCKNO: 470 TICKETNO: 1197892
AIR: NA AIR CONTENT (%): 1.7 UNIT WEIGHT (pct):. N/A
TEST METtIOD: ASTM C-143 PLACEMENT LOCATION:
East wing building slab on grade (Level I) 15-18, E-H Lines
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
G.5 @ 16
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 12/15/1998 ~ATCH TIME: 3:05am
TIME SAMPLED: 3:40am DY: Mike Odom
REPORT OF TESTS ACCUMULATIVE YARDS: 170
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I i 5.75 12/22/1998 7 924 ! 0 3270
1 2 5.75 12/22/1998 7 94380 3340
Average 3310
1 3 5.75 01/12/1999 28
i 4 5.75 01/12/1999 28
1 5 5.75 02/09/1999 56
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
{tILL Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TES'-i
Date of Service: 12/15/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
9833695
43-2333-98
IBC
ENGINEERI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/28/1998
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENaTH: 3000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: NA
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 12/15/1998 BATCH TIME: 4:12am
TIME SAMPLED: 4:40am BY: Mike Odom
WEATHER CONDITIONS: Fair
TEMPERATURE (F)-AIR 38 F CONCRETE: 58 F
TRUCK NO: 474 TICKET NO: 1197924
AIR CONTENT (%): N/A UNIT WEIGIIT (pcf).~ N/A
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: E.5 @ 17.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
2 1 6.25
2 2 6.25
2 3 6.25
2 4 6.25
REPORT OF TESTS
DATE
TESTED
12/22/1998
12/22/1998
01/12/1999
01/12/1999
AGE
(days)
28
28
ACCUMULATIVE YARDS: 170
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs, force) (psi)
92160 3260
92390 3270
Average 3270
FRACTURE
TYPE
2 5 6.25
02/09/1999
56
Samples were taken from hopper.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 2:00am
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 5:00pm
~ Engi~
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
6901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/27/1998
08644O25
Report No.: 9829176
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8273
CONCRETE SUPPLIER: TXI PLACEMENTOATE: 10/27/1998 BATCHTIME: 6:43am
PLANT: 41 TIME SAMPLED: 7:20am BY: Danny Neu
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTIt: 3500 psi ~ 28 Days TEMPERATURE (F) - AIR 62 F CONCRETE: 71 F
SLUMP: 5.0" Max TRUCK NO: 456 TICr~T NO: 1167981
AIR: 3-5% AIR CONTENT (%): 4.2% UNIT WEIGHT (pef~: N/A
TEST METtIOD: ASTM C- 143 PLACEMENT LOCATION:
Paving from fire hydrant; 225' north & 10' west
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See placement locatioa
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 I 6.50 I 1/03/1998 7 89520 3170
1 2 6.50 11/03/1998 7 87370 3090
Average 3130
1 3 6.50 I i/24/1998 28 132300 4680
1 4 6.50 I 1/24/1998 28 125860 4450
Average 4570
I 5 6.50 12/22/1998 56 140240 4960
90
FRACTURE
TYPE
Note: Sample taken from truck.
This report is exclusively for the usc of the client indicated above aad shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 4
CONCRETE COMPRESSIVE STRENGTH TEST
· 8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/27/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9829176
Project No.: 43-2333-98
Report Date
12/28/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8273
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/27/1998 BATCHTIME: 7:41am
PLANT: 41 TIME SAMPLED: 8:07am BY: Danny Neu
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTIt: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 64 F CONCRETE: 71 F
SLUMe: 5.0" Max TRtJCK NO: 727 TICKET NO: 1168102
AIR: 3-5°~ AIR CONTENT (%): 4.1% UNIT WEIGHT (pcf).: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
ASTM C-172 Paving: Fire lane A, north side of building
ASTM C-39
SAMPLE LOCATION: From fire hydrant, 75' N & 9' W
REPORT OF TESTS ACCUMULATIVE YARDS: 230
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 5.75 11/03/1998 7 86170 3050
2 2 5.75 11/03/1998 7 89940 3180
Average 3120
2 3 5.75 11/24/1998 28 108110 3820
2 4 5.75 11/24/1998 28 107140 3790
Average 3810
2 5 5.75 12/22/1998 56 113840 4030
FRACTURE
TYPE
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, inc.
0ILL Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TES I
-.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/27/1998
08644025
Report No.: 9829176
Project No.: 43-2333-98
Report Date
12/28/1998
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTm 3500 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: 3-5%
TEST METItOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/27/1998 BATCH TIME: 8:29am
TIME SAMPLED: 8:59am BY: Danny Neu
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 837
AIR CONTENT (%): 3.9%
PLACEMENT LOCATION:
Partly cloudy
65 F CONCRETE: 71 F
TICKET NO: 1168205
UNIT WEIGHT (pc~): N/A
Paving: Fire lane A, noah side of building
SAMPLE LOCATION: From fire hydrant, 20' S & 7' W
CYLIND ER MEASURED
MARKED SLUMP
SET NO. (inches)
3 I 6.00
3 2 6.00
6.00
6.00
6.00
3 3
3 4
3 5
REPORT OF TESTS
DATE AGE
TESTED (days)
11/03/1998 7
I i/03/1998 7
11/24/1998 28
11/24/1998 28
12/22/1998 56
MAXIMUM
LOAD
(lbs. force)
91840
89620
Average
135930
127780
Average
143640
ACCUMULATIVE YARDS: 320
COMPRESSIVE
STRENGTH
(psi)
3250
3170
3210
4810
4520
4670
5080
FRACTURE
TYPE
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TES'I
..8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/27/1998
08644025
Report No.: 9829176
Project No.: 43-2333-98
Report Date
12/28/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 4 1
SPECIFICATION REQUIREMENTS
STRENGTtI: 3500 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: 3 -5o//0
TEST METllOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: From fire hydrant; 40' S & 112' W
CYL1NDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 I 6.00 11/03/1998
4 2 6.00 11/03/1998
4 3 6.00 11/24/1998
4 4 6.00 11/24/1998
4 5 6.00 12/22/1998
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/27/1998 BATCH TIME: 8:46am
TIME SAMPLED: 9:22am BY: Danny Neu
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F)-AIR 65 ~' CONCRETE: 71
TRUCKNO: 726 TICKETNO: 1168246
AIR CONTENT (%): 4.1% UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
Paving: Fire lane A, north of building
REPORT OF TESTS ACCUMULATIVE YARDS: 370
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH
(days) (lbs. force) (psi)
7 91430 3230
7 89620 3170
Average 3200
28 104220 3690
28 100360 3550
Average 3620
56 111580 3950
FRACTURE
TYPE
Technician: Danny Neu
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 6:00am
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 1 l:00am
H~ Engine.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0iLL Page 4 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
· ' 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/27/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9829199
Project No.: 43-2333-98
Report Date
12/28/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/27/1998 BATCHTIME: 12:58pm
PLANT: 41 TIME SAMPLED: 1:45pm BY: Brian Otis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cleadwarm
STRENGTlI: 3000 psi ~ 28 Days TEMPERATURE (F) - AIR 78 F CONCRETE: 78 E
SLUMP: 5.0" Max TRUCKNO: 728 TICKET NO: 1168789
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc.O: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Piers F-I !
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 6.25 11/03/1998 7 93280 3300
1 2 6.25 11/03/1998 7 91030 3220
Average 3260
I 3 6.25 ! 1/24/1998 28 135950 4810
I 4 6.25 11/24/1998 28 133800 4730
Average 4770
I 5 6.25 12/22/1998 56 145080 5130
10
FRACTURE
TYPE
Technician time: See Report #9829198
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Started:
(1) The Beck Group
(l) Dalcan, Inc.
Finished:
~ Eng~qc.
Eugene Harbour
Vice President
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of !
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 10/26/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
9829116
43-2333-98
IBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/28/1998
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: T×I
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: 5" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/26/1998 aATCH TIME: 10:55am
TIME SAMPLED: 1 l:40am aY: Brian Otis
WEATHER CONDITIONS: Clear & mild
TEMPERATURE (F) - AIR 76 F CONCRETE: 78 F
TRUCK NO: 472 TICKET NO: 1167220
AIR CONTENT (%): N/A UNIT WEIGHT (per):. N/A
PLACEMENT LOCATION:
Piers
SAMPLE LOCATION: Piers- G-12
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXI~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 6.00 11/02/1998 7 101610 3590
1 2 6.00 11/02/1998 7 99230 35 i0
Average 3550
1 3 6.00 11/23/1998 28 131510 4650
1 4 6.00 11/23/1998 28 127640 45 l0
Average 4580
1 5 6.00 12/21/1998 56 138440 4900
10
FRACTURE
TYPE
Technician time: See Report #9829115, Sample taken from truck.
Technician: Brian Otis
Report Distribution:
( 1 ) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started:
(1) The Beck Group
(1) Dalcan, [nc.
Finished:
I'"I~~]~i~' I nc.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST
-. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/28/1998
08644025
Report No.: 9829318
Project No.: 43-2333-98
Report Date
12/28/1998
Client:
The Beck Group
Atto: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 4 !
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: 5.0" Max.
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Piers- J-9.3
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/28/1998 aATCI~ X~m: 10:07am
TIME SAMPLED: ]. 1:00am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - Am
TRUCK NO: 802
Am CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Cloudy-mild
70 g CONCRETE: 78 g
TICKET NO: 1169737
UNIT WEIGHT (pc~r): N/A
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.50 11/04/1998
1 2 6.50 11/04/1998
1 3 6.50 11/25/1998
1 4 6.50 11/25/1998
1 5 6.50 12/23/1998
REPORT OF TESTS ACCU1VIULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lb~ force) (psi)
7 96240 3400
7 93080 3290
Average 3350
28 139160 4920
28 136570 4830
Average 4880
56 149480 5290
FRACTURE
TYPE
Technician time: See Report #9829317
Sample taken from truck, no water added.
Technician: Brian Otis
Report Distribution:
(!) The Beck Group
(!) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
Started:
(1) The Beck Group
(I) Dalcan, Inc.
Finished:
Inc.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 1 of 1