Amberpoint BP 2R-LR060119CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0061
Service Date: January 11,2006
Client:
mranswestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lreffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 19, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 1:34pm Plant: 6
Supplier: Lattimore Materials Co.
Truck No: 1109
Mix i.D. No.: 1851
Ticket No: 626867
Sample Information
Sample Time: 2:35pm Cate Cast: January 11,2006
Technician: Daniel J. Crogos
Weather Conditions: Sunny, windy
Accumulative Yards: 10
Placement Method: Bucket
Sample Locations: Inlet Walls
Placement Location: Water Drain Inlet at the comer of Northpoint
and Sandy Lake
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 4.7
Concrete Temperature,° F: 71
Ambient Temperature, o F: 73
Plastic Unit Weight, pcf: 140.4
Laboratory Test Data Age at
Set Specimen Diameter Area Cate Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.0028.27 01/18/2006 7
1 2 02/08/2006 28
1 3 02/08/2006 28
Specification
1 4 03/08/2006 56
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM Cl 064
ASTM C138
Maximum Compressive
Load Strength
(lbs) (psi)
106,420 3,760
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
(1) Transwestern Commercial Se~ces (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStmctures Reviewed by:
(1) City of Coppell TX Hus d, P.E.
(1) Rogers O'Brien Construction Co Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repoil is exclusively for the use of the client
indicated above and shall not be raproducad except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94051419.0005
Service Date: January 6, 2006
Client:
Big Sky Construction
Attn: John Clark
2611 North Beltline Ste 105
Sunnyvale TX 75182
'lrerracon
8901 Carpenter Frwy, Ste #100
Dal[as, Texas 75247
(214) 630-1010
Report Date: January 19, 2006
Project: N. Texas P&DC
West Dock Expansion
Bethel & Royal
Coppell, TX
Project No.: 94051419
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pct~ (%) (% compaction)
1. 514190001 ASTM D 698 Medium brown sandy clay
22.5 95.9 +2/+6 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (%compaction)
Spread Fotting
15 5' W & 10' S of SW corner of building Final 1 6 19.9 * 95.4 99
16 5' W & 20' S of SW corner of building Final 1 6 20.6 * 96.9 100+
17 5' W & 60' S of SW corner of building Final 1 6 18.8 * 96.4 100+
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications,
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) Big Sky Construction
(1) City of Coppell TX
(1) City of Coppell TX
Reviewed by: s~ o~~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples teated at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
FIELD DENSITY TESTING
Report Number: 94051190.0184
Service Date: January 11, 2006
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: January 19, 2006
Project:
' rEff lcon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information Lab Test Data Prelect Requirements
Optimum Max. Lab
Water D~J Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 510810065 ASTM D 698 Crashed limestone flexible base
8.4 124.8 >/-- Opt 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pot) (% compaction)
Loading Dock Ramp
450 Grid Line #2 BG 1 6 11.1 120.4 96
451 Grid Line #3 BG 1 6 12,0 119.0 95
Datum: BG = below grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition,
Field Test Method:ASTM D2922, ASTM D3017
Technician: Francisco Morillo
Field Results Reported To: Bob L, Superintendent
Re port Dist ri bution:
(1) Coppell Trade Center LP (1) IVlerriman Assoc
(1) TechniStr~ctures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc Robert D. Ray, ,~.
(1) City of Coppe~l TX Senior Proje~vlanager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not bo reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparentiy similar or identical
materials.
Page 1 of 1
REPORT OF LIME DEPTH CHECKS
]rerfacon
Date of Service:
Client No.:
Client:
Contractor:
General Location:
Test Method:
Comments: None
01/19/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Rogers-O'Brien Construction Co.
Building Pad//4
NTCOG
Report No.:
Project No.:
Project:
94051418.0102
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
REQUIRED DEPTH ACTUAL DEPTH
TEST LOCATION OF LIME OF LIME
NO. (in.) (in.)
1 20'N&20'WofSEcomer 8 9 1/2
2 100' N & 100' WofSE comer 8 9 3/4
3 200' N & 200' W of SE comer 8 10
4 200'N & 300' W of SE comer 8 9 3/4
5 20' N &100' W of SE comer 8 9 1/2
6 100'N&300'WofSEcomer 8 9 3/8
7 20'N&300'WofSEcomer 8 9 1/2
Technician: A. Rendon
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309as
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Hussein H. Abusaad, P.E.
Senior Project Manager
This repor~ is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.