Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212461 DEA: 033H2904
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV,NEV/PLA-80-R2.5/69.23
Work Description: Replace damaged culvert and repair sinkhole
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1900 Glendale Avenue, Sparks, NV 89431
Resident Engineer: Randie Babbini Structure Rep.: Unknown
DIME Sample ID: 2017-08-10-7
TL Number from the TL Form: C925914
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 Dowels
Sample Taken Date: 08/10/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: epoxy coated dowel basket and epoxy coated rebar basket
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dayton Superior
Dowel Metal Heat Number: SE17102274 rebar SE17102286
Dowel Epoxy Batch Number: NA
Dowel Coating Specification: ASTM A775
Dowel Size: 1.5 in
Dowel Coating Color: Green
Dowel Manufacturer: Nucor
Dowel Coater: Dayton Superior
Release Number: 1347114-1 1347114-2
Quality Assurance Code: Unknown
Rebar Size (#):
DIME Test ID: 2017-08-10-7-1
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 08/16/2017
Date Tested: 08/16/2017
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:
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean
|
10.11 mils
|
Second Bar Mean
|
12.01 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
|
11.06 mils
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2017-08-10-7-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 08/16/2017
Date Tested: 08/16/2017
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:
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: 2017-08-10-7-3
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Verified Date: 08/16/2017
Date Tested: 08/16/2017
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:
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean
|
10.18 mils
|
Second Bar Mean
|
10.35 mils
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
40 mils
|
Total mean value
|
10.26 mils
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2017-08-10-7-4
Test Method: ASTM A884-13: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 08/16/2017
Date Tested: 08/16/2017
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:
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
0
|
Total Length
|
1.6 ft
|
Holidays Per Linear Foot of Bar
|
0 holiday per ft
|
Holiday Test Pass/Fail
|
Pass
|