Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212995 DEA: 01262044 EFIS: 0112000203
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-47.2/47.3
Work Description:
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Nash Munes Structure Rep.: Tatjana Halda
DIME Sample ID: 2018-09-18-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 09/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2018
The quantity of what the sample constitutes: 9 pcs
A brief description of the sample: ASTM F1554 Gr 55 Anchor Bolt
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Circle Corp
Rocap Number(s): NA
Heat Number(s): PL15208372
Nut Mfg. Lot Number(s): NA
Washer Mfg. Lot Number(s): NA
Bolt Specification: F1554 Gr. 55
Bolt Length(s): 18"
Nut Specification: NA
Washer Specification: NA
Finish: Galvanized
Diameter/Size: 3/4"-10
Bolt Mfg. Lot Number: PL1520837251
Rocap Test Requirement(s): NA
Lubricant Requirements(s): NA
DIME Test ID: 2018-09-18-2-1
Test Method: ASTM F606-14: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Hex Cap Screws)
Verified Date: 09/27/2018
Date Tested: 09/27/2018
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: F1554 Gr 55 Rod
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Size | Area (in^2) | Peak Load (lbf) | Peak Load (kN) | Tensile Strength (psi) | Stress at Offset (psi) | Load at Offset (lbf) | Comments | 1A | F1554 Gr 55 Rod | 0.334 | 28493 | 126 | 85308 | 60828 | 20316 | F1554 Gr 55 Rod |
| |
UTM
|
400KIP
|
Temperature
|
72
|
DIME Test ID: 2018-09-18-2-2
Test Method: ASME B1.2-83r01: (Ring Gage) Gages and Gaging for Unified Inch Screw Threads - Errata May 1992 (Ring Gage)
Verified Date: 09/27/2018
Date Tested: 09/27/2018
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:
Sample No.
|
1A
|
Rocap Number
|
no data
|
Heat Number(s)
|
PL15208372
|
Mfg. Lot Number
|
no data
|
Finish Coating
|
ASTM F2329 - Hot Dip
|
Product Markings
|
YELLOW PAINT
|
Size
|
.750 in
|
Bolt Length
|
18 in
|
Gage Type
|
Pass
|
DIME Test ID: 2018-09-18-2-3
Test Method: ASTM B499-14: Standard Test Method for Measurement of Coating Thicknesses by the Magnetic Method: Nonmagnetic Coatings on Magnetic Basis Metals (Coating)
Verified Date: 09/27/2018
Date Tested: 09/27/2018
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:
Sample No.
|
1A
|
Rocap Number
|
no data
|
Heat Number(s)
|
PL15208372
|
Mfg. Lot Number
|
no data
|
Finish Coating
|
ASTM F2329 - Hot Dip
|
Product Markings
|
YELLOW PAINT
|
Size
|
.750 in
|
Bolt Length
|
18 in
|
Measurement Average
|
4.79 mils
|