Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993301 DEA: 060U2804 EFIS: 0615000293
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-245-1.4,4.2
Work Description: PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location Description: TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Mike Garrett Structure Rep.: Benajamin Holton
DIME Sample ID: 2022-08-24-10
TL Number from the TL Form: na
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 08/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2022
The quantity of what the sample constitutes: 325
A brief description of the sample: 1-1/4" x 27 F1554 gr 55 anchor bolt
From where was the sample collected: Fabricator
Laboratory sample identification: na
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Universal Industrial Sales Inc
Rocap Number(s): na
Heat Number(s): 3110394
Nut Mfg. Lot Number(s): na
Washer Mfg. Lot Number(s): na
Bolt Specification: F 1554 gr 105
Bolt Length(s): 27"
Nut Specification: na
Washer Specification: na
Finish: HDG
Diameter/Size: 1-1/4"
Bolt Mfg. Lot Number: 71613-1
Rocap Test Requirement(s): na
Lubricant Requirements(s): na
DIME Test ID: 2022-08-24-10-1
Test Method: ASTM F606-21: 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: 09/16/2022
Date Tested: 09/16/2022
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 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 | | 1A | UNC 1-1/4 | 0.969 | 84536 | 376 | 87241 | 0 | 0 | F1554 Gr 55 Bolt |
| |
|
UTM
|
400kip
|
|
Temperature
|
72
|
DIME Test ID: 2022-08-24-10-2
Test Method: ASTM F606-21: 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: 09/16/2022
Date Tested: 09/16/2022
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 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 | | 1B | UNC 1-1/4 | 0.969 | 84936 | 377 | 87654 | 0 | 0 | F1554 Gr 55 Bolt |
| |
|
UTM
|
400kip
|
|
Temperature
|
72
|
