Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215113 DEA: 021J2404 EFIS: 0220000048
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA,VAR-273,Var-Var
Work Description: PSPS Streetlight Backing plates-Steel Cantilever structure for solar panels
Location Description:
Contractor Name: CAL ELECTRO, INC.
Contractor Address: 3710 Electro Way, Redding, CA 96002
Resident Engineer: Michael Zdenek Structure Rep.: Unknown
DIME Sample ID: 2020-09-29-11
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 TM3 - Fastener Assembly
Sample Taken Date: 09/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2020
The quantity of what the sample constitutes: 16
A brief description of the sample: 3/4"X8 domestic HDG ASTM F1554 hex head bolts with 4" threads.
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Portland Bolt
Rocap Number(s):
Heat Number(s): 1202021930
Nut Mfg. Lot Number(s): NA
Washer Mfg. Lot Number(s): NA
Bolt Specification: ASTM F1554
Bolt Length(s): 8
Nut Specification: NA
Washer Specification: NA
Finish: HDG
Diameter/Size: 3/4"
Bolt Mfg. Lot Number: 120202193061
Rocap Test Requirement(s):
Lubricant Requirements(s): NA
DIME Test ID: 2020-09-29-11-1
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: 10/08/2020
Date Tested: 10/07/2020
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 Headed Bolt
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 | 1 | UNC 3/4 | 0.334 | 25036 | 111 | 74943 | 52242 | 17449 | F1554 Headed Bolt |
| |
UTM
|
400kip
|
Temperature
|
72
|
DIME Test ID: 2020-09-29-11-2
Test Method: ASME B1.2-83r01: (Ring Gage) Gages and Gaging for Unified Inch Screw Threads - Errata May 1992 (Ring Gage)
Verified Date: 10/08/2020
Date Tested: 10/07/2020
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)
|
1202021930
|
Mfg. Lot Number
|
no data
|
Finish Coating
|
ASTM F2329 - Hot Dip
|
Product Markings
|
PB AB 36
|
Size
|
.75 in
|
Bolt Length
|
8 in
|
Gage Type
|
Pass
|
DIME Test ID: 2020-09-29-11-3
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: 10/08/2020
Date Tested: 10/07/2020
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)
|
1202021930
|
Mfg. Lot Number
|
no data
|
Finish Coating
|
ASTM F2329 - Hot Dip
|
Product Markings
|
PB AB 36
|
Size
|
.75 in
|
Bolt Length
|
8 in
|
Measurement Average
|
5.93 mils
|