TRI/ENVIRONMENTAL, Inc. A Texas Research International ... · Core Block Bulk or Auger D3967...
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TRI/ENVIRONMENTAL, Inc. A Texas Research International Company COC Page of Primary Contact: Primary Contact's E-mail: Shipping Address Client Company: Primary Contact's Phone: TRI/Environmental, Inc. Project Name: Also Report Results to: Attn: Soil-Interaction Lab Project Number: 1 Name: E-mail: 9063 Bee Caves Road Client P.O. #: 2 Name: E-mail: Austin, Texas 78733-6201 Client Mailing Address: 3 Name: E-mail: 1-800-880-8378 Client City, State, Zip: Sender and Shipping Date: □ Check if Reporting and Invoicing are not to the same party Tracking Information: COC Line # 1 2 3 4 5 1 2 3 4 5 Authorization: Signature V3.0 D7012C Peak Load Only REPORT RESULTS TO: Special Instructions (i.e. Remolding Parameters, Effective Stress(es), Material Safety Concerns, Procedural Modifications, etc): D7012D StressStrain (Axial) D7012D Elastic Moduli (Axial & Radial) D4543 Dimensional Tolerances for D7012 D7625 Cherchar Abrasivity Index (CAI) D&H Punch Penetration D4844 Slake Durability CHAIN OF CUSTODY / TEST REQUEST FORM N7901 Rock (2) Testing Standard Sampling Method Printed Name Date Core Block Bulk or Auger D3967 Indirect Tensile (Brazilian) D3967 Dimensions D5607 Direct Shear Interface D5607 Direct Shear SawCut D5607 Direct Shear Intact D5731 Point Load D5873 Rebound Hammer
Transcript of TRI/ENVIRONMENTAL, Inc. A Texas Research International ... · Core Block Bulk or Auger D3967...
TRI/ENVIRONMENTAL, Inc.A Texas Research International Company COC Page of
Primary Contact: Primary Contact's E-mail: Shipping Address
Client Company: Primary Contact's Phone: TRI/Environmental, Inc.
Project Name: Also Report Results to: Attn: Soil-Interaction Lab
Project Number: 1 Name: E-mail: 9063 Bee Caves Road
Client P.O. #: 2 Name: E-mail: Austin, Texas 78733-6201
Client Mailing Address: 3 Name: E-mail: 1-800-880-8378
Client City, State, Zip: Sender and Shipping Date:
□ Check if Reporting and Invoicing are not to the same party Tracking Information:
CO
C L
ine
#
1
2
3
4
5
1
2
3
4
5
Authorization:Signature V3.0
D70
12C
Pea
k Lo
ad O
nly
REP
OR
T R
ESU
LTS
TO:
Special Instructions (i.e. Remolding Parameters, Effective Stress(es), Material Safety Concerns, Procedural Modifications, etc):
D70
12D
Stre
ssS
train
(Axi
al)
D70
12D
Ela
stic
Mod
uli (
Axi
al &
Rad
ial)
D45
43 D
imen
sion
al T
oler
ance
s fo
r D70
12
D76
25 C
herc
har A
bras
ivity
Inde
x (C
AI)
D&
H P
unch
Pen
etra
tion
D48
44 S
lake
Dur
abili
ty
CHAIN OF CUSTODY / TEST REQUEST FORM
N7901 Rock (2)
Testing Standard
Sampling Method
Printed Name Date
Cor
e
Blo
ck
Bul
k or
Aug
er
D39
67 In
dire
ct T
ensi
le (B
razi
lian)
D39
67 D
imen
sion
s
D56
07 D
irect
She
ar
Inte
rface
D56
07 D
irect
She
ar
Saw
Cut
D56
07 D
irect
She
ar
Inta
ct
D57
31 P
oint
Loa
d
D58
73 R
ebou
nd H
amm
er
jkuhn
Text Box
Sample Identification (Name for Reporting) (Boring #, Sample Depth, lat/long. etc.)
jkuhn
Text Box
Please note that this COC has form fields that can be completed within a standard PDF reader. Some clients complete the entire COC electronically, some pre-populate contact information and fill in the samples and assignments by hand, and others complete the entire form by hand in the field. Please have a copy of the COC accompany the sample(s) to the laboratory so that work can be initiated upon receipt with the correct project name, sample identifications, assigned tests, and relevant details in place. Thank you for your business.
