Sample Record for 2018-06-26-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211848 DEA: 112T2174 EFIS: 1116000131
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4 - R46.5
Work Description: (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location Description: IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Steve McMillan Structure Rep.: Phong Le
Sample Information
DIME Sample ID: 2018-06-26-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Acceptance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 06/26/2018
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 35100 lbs
A brief description of the sample: Epoxy coated prefabricated No. 5 and No. 8 rebar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fletcher Coating Co
Material Information
Rebar Heat Number(s): unknown
Rebar Epoxy Batch Number(s):
Rebar Coating Specification: ASTM A934
Rebar Size (#): 5 and 8
Rebar Coating Color: Purple
Rebar Manufacturer: Unknown
Rebar Coater: Fletcher Coating Company
Rebar Powder Manufacturer: Unknown
Release Number:
Quality Assurance Code:
Test Results
Test 1 of 4
DIME Test ID: 2018-06-26-1-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/02/2018
Date Tested: 06/29/2018
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:
|
Lower spec. limit LSL
|
7 mils
|
|
Upper spec. limit USL
|
12 mils
|
|
Bar # for First Bar
|
5
|
|
Bar # for Second Bar
|
5
|
|
First Bar Mean
|
9.92
|
|
Second Bar Mean
|
9.04
|
|
Total mean value
|
9.48
|
Test 2 of 4
DIME Test ID: 2018-06-26-1-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 07/02/2018
Date Tested: 06/29/2018
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
|
2.6
|
|
Holidays Per Linear Foot of Bar
|
0
|
|
Holiday Test Pass/Fail
|
Pass
|
|
Bend Test Pass/Fail
|
Pass
|
Test 3 of 4
DIME Test ID: 2018-06-26-1-3
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/02/2018
Date Tested: 06/29/2018
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:
|
Lower spec. limit LSL
|
7 mils
|
|
Upper spec. limit USL
|
12 mils
|
|
Bar # for First Bar
|
8
|
|
Bar # for Second Bar
|
8
|
|
First Bar Mean
|
9.25
|
|
Second Bar Mean
|
9.56
|
|
Total mean value
|
9.4
|
Test 4 of 4
DIME Test ID: 2018-06-26-1-4
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 07/02/2018
Date Tested: 06/29/2018
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
|
2.6
|
|
Holidays Per Linear Foot of Bar
|
0
|
|
Holiday Test Pass/Fail
|
Pass
|
|
Bend Test Pass/Fail
|
Pass
|
