Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212363 DEA: 07333404 EFIS: 0716000306
QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91355
Resident Engineer: James Riley Structure Rep.: Frank Lotfi
DIME Sample ID: 2017-10-04-13
TL Number from the TL Form: C939423
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 10/04/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2017
The quantity of what the sample constitutes: 3
A brief description of the sample: Epoxy Coated Rebar
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar Commercial Metals
Rebar Heat Number(s): 4069876, 4063056, 4069132
Rebar Epoxy Batch Number(s):
Rebar Coating Specification: ASTM A775
Rebar Size (#): #6, 7, 8
Rebar Coating Color: Green
Rebar Manufacturer: CMC Rebar
Rebar Coater: Commercial Metals
Rebar Powder Manufacturer: Unknown
Release Number: Unknown
Quality Assurance Code: Unknown
DIME Test ID: 2017-10-04-13-1
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 10/18/2017
Date Tested: 10/18/2017
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: #6/19
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean
|
10.76 mils
|
Second Bar Mean
|
10.87 mils
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
16 mils
|
Bar # for First Bar
|
no data
|
Bar # for Second Bar
|
no data
|
Total mean value
|
10.81 mils
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2017-10-04-13-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 10/18/2017
Date Tested: 10/18/2017
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: #6/19
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
0
|
Total Length
|
2.6 ft
|
Holidays Per Linear Foot of Bar
|
0 holiday pe
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|
DIME Test ID: 2017-10-04-13-3
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 10/18/2017
Date Tested: 10/18/2017
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: #7/22
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean
|
8.07 mils
|
Second Bar Mean
|
7.93 mils
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
16 mils
|
Bar # for First Bar
|
no data
|
Bar # for Second Bar
|
no data
|
Total mean value
|
8 mils
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2017-10-04-13-4
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 10/18/2017
Date Tested: 10/18/2017
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: #7/22
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
0
|
Total Length
|
2.6
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|
DIME Test ID: 2017-10-04-13-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 10/18/2017
Date Tested: 10/18/2017
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: #8/25
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean
|
9.32 mils
|
Second Bar Mean
|
9.44 mils
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
16 mils
|
Bar # for First Bar
|
no data
|
Bar # for Second Bar
|
no data
|
Total mean value
|
9.38 mils
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2017-10-04-13-6
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 10/18/2017
Date Tested: 10/18/2017
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: #8/25
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
0
|
Total Length
|
2.6
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|