Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208947 DEA: 060P2904 EFIS: 0612000106 COOP: 061562
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-155-1.5
Work Description: CONSTRUCT ROUNDABOUT AND SR 155 AND BROWING ROAD
Location Description: CITY OF DELANO
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown
DIME Sample ID: 2017-08-18-5
TL Number from the TL Form: Unknown
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: 08/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2017
The quantity of what the sample constitutes: 31
A brief description of the sample: 2 bars selected at random
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dayton Superior Modesto
Dowel Metal Heat Number: PL17203420
Dowel Epoxy Batch Number: 7596024672
Dowel Coating Specification: ASTM A884
Dowel Size: 1.25 in
Dowel Coating Color: Green
Dowel Manufacturer: Nucor
Dowel Coater: Dayton Superior
Release Number: 1351031-1
Quality Assurance Code: Unknown
Rebar Size (#): Unknown
DIME Test ID: 2017-08-18-5-1
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Verified Date: 08/23/2017
Date Tested: 08/23/2017
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: complies
Additional Comments When Verified:
|
First Bar Mean
|
12.76 mils
|
|
Second Bar Mean
|
13.49 mils
|
|
Lower spec. limit LSL
|
7 mils
|
|
Upper spec. limit USL
|
40 mils
|
|
Total mean value
|
13.13 mils
|
|
Total number of values less than LSL
|
no data
|
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2017-08-18-5-2
Test Method: ASTM A884-13: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 08/23/2017
Date Tested: 08/23/2017
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: complies
Additional Comments When Verified:
|
Total Number of Holiday
|
0
|
|
Total Length
|
3 ft
|
|
Holidays Per Linear Foot of Bar
|
0 holiday per ft
|
|
Holiday Test Pass/Fail
|
Pass
|
