Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208714 DEA: 08043514 EFIS: 0800000010
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-58-R22.2/R31.1
Work Description: REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location Description: HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Shaine Shahidi Structure Rep.: Ahmad Ankir
DIME Sample ID: 2016-09-08-1
TL Number from the TL Form: C970779
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: 09/08/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: Epoxy Coated Dowel
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JC Supply Manufacturing
Rebar Heat Number(s): PL16104266
Rebar Epoxy Batch Number(s): 6F10B36A
Rebar Coating Specification: ASTM A775
Rebar Size (#): 1.5
Rebar Coating Color: Green
Rebar Manufacturer: Nucor
Rebar Coater: JC Supply And Manufacturing
Rebar Powder Manufacturer: 3M
Release Number: Unknown
Quality Assurance Code: Unknown
DIME Test ID: 2016-09-08-1-6
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 09/13/2016
Date Tested: 09/13/2016
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: A775 A884
Test Result Compliance: complies
Additional Comments When Verified:
Total Number of Holiday
|
0
|
Total Length
|
3 ft
|
Holidays Per Linear Foot of Bar
|
0 holiday pe
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
NA
|
DIME Test ID: 2016-09-08-1-7
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 09/13/2016
Date Tested: 09/12/2016
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: A775 A884
Test Result Compliance: complies
Additional Comments When Verified:
First Bar Mean
|
11.39
|
Second Bar Mean
|
11.72
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
40 mils
|
Bar # for First Bar
|
no data
|
Bar # for Second Bar
|
no data
|
Total mean value
|
11.55 mils
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|