Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213357 DEA: 024F2004 EFIS: 0212000071
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-59.4/59.8
Work Description: BRIDGE REPLACEMENT
Location Description: SHASTA COUNTY NEAR OLD STATION FROM 0.3 MILE WEST TO 0.2 MILE EAST OF HAT CREEK BRIDGE
Contractor Name: Steelhead Constructors, Inc
Contractor Address: 2490 Innsbruck Dr, Redding, CA-96003
Resident Engineer: Nathan Alexander Structure Rep.: Christopher Brace
DIME Sample ID: 2019-09-24-8
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 09/24/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2019
The quantity of what the sample constitutes: 3
A brief description of the sample: #5 Epoxy coated Rebar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Farwest
Rebar Heat Number(s): 310819
Rebar Epoxy Batch Number(s): 3CH1923108
Rebar Coating Specification: ASTM A775
Rebar Size (#): 5
Rebar Coating Color: Green
Rebar Manufacturer: Cascade Steel
Rebar Coater: Farwest
Rebar Powder Manufacturer: Sherwin Williams
Release Number: Unknown
Quality Assurance Code: Unknown
DIME Test ID: 2019-09-24-8-1
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 09/26/2019
Date Tested: 09/26/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean
|
7.86
|
Second Bar Mean
|
8.13
|
Lower spec. limit LSL
|
7
|
Upper spec. limit USL
|
12
|
Bar # for First Bar
|
1
|
Bar # for Second Bar
|
2
|
Total mean value
|
7.99
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2019-09-24-8-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 09/26/2019
Date Tested: 09/26/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
0
|
Total Length
|
5
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|