Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214017 DEA: 010J5904 EFIS: 0119000058
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-VAR-VAR
Work Description: Repair Roadway and Culvert
Location Description: In Del Norte County at Various Locations
Contractor Name: Tidewater Construction
Contractor Address: P.O. BOX 1956, BROOKINGS, OR 97415
Resident Engineer: Clayton Malmberg Structure Rep.: Unknown
DIME Sample ID: 2019-09-17-2
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 TM5 - Headed Bars
Sample Taken Date: 09/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2019
The quantity of what the sample constitutes: 70
A brief description of the sample: Dayton D158B #6 36" epoxy coated headed bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Ritmer Creek Culvert Replacement
The fabricator/manufacturer/facility name: Precon
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3100003685
Head Manufacturer Lot Number(s): 310000368520
Rebar Size: 6
Headed Bar Model Name: D158B
Size of Head: Full Size - 9x
Head Connection Type:
Head Shape: Circular
Rebar Manufacturer: Dayton
Head Manufacturer: Dayton
Head Fabricator: Dayton
Material Standard Code: ASTM A615
Headed Bar Unique ID:
DIME Test ID: 2019-09-17-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
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: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples
|
1
|
Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | 1 | 0.44 | 44996 | 102265 | Bar Broke, Ok Necking | bewing |
| |
Temperature
|
72 f
|
UTM
|
400kip
|
DIME Test ID: 2019-09-17-2-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
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: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples
|
1
|
Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | 1 | 0.44 | 44656 | 101491 | Bar Broke, Ok Necking | bewing |
| |
Temperature
|
72 f
|
UTM
|
400kip
|
DIME Test ID: 2019-09-17-2-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
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: Bar Broke, Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples
|
1
|
Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | 1 | 0.44 | 44773 | 101756 | Bar Broke, Ok Necking | bewing |
| |
Temperature
|
72 f
|
UTM
|
400kip
|
DIME Test ID: 2019-09-17-2-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
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
|
9.02
|
Second Bar Mean
|
8.95
|
Lower spec. limit LSL
|
7
|
Upper spec. limit USL
|
16
|
Bar # for First Bar
|
1
|
Bar # for Second Bar
|
2
|
Total mean value
|
8.98
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|