Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215063 DEA: 032F5704 EFIS: 0300020615
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-80-46.3/63.5
Work Description: Replace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location Description:
Contractor Name: Walsh Construction Company II, LLC (Walsh)
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Tad Sampson Structure Rep.: Jimmer Ross
DIME Sample ID: 2021-11-09-6
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 Dowels
Sample Taken Date: 11/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: WDA 1 1/2" x 18 fully epoxy coated
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: American Highway - Simplex
Dowel Metal Heat Number: 1201036385
Dowel Epoxy Batch Number: 3CH2041027
Dowel Coating Specification: ASTM A934
Dowel Size: 1.5 in
Dowel Coating Color: Purple
Dowel Manufacturer: Nucor Steel
Dowel Coater: American Highway Simplex
Release Number:
Quality Assurance Code:
Rebar Size (#):
DIME Test ID: 2021-11-09-6-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 11/17/2021
Date Tested: 11/16/2021
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
|
3
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
NA
|
DIME Test ID: 2021-11-09-6-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 11/17/2021
Date Tested: 11/16/2021
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
|
1
|
Bar # for Second Bar
|
2
|
First Bar Mean
|
11.32
|
Second Bar Mean
|
9.91
|
Total mean value
|
10.62
|