Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2018-05-14-20
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Acceptance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 05/14/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: Headed Bars
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Erico
Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): 65029879 02
Head Manufacturer Lot Number(s): LA871 L8414
Rebar Size: 14
Headed Bar Model Name: Lenton DR16
Size of Head: Reduced Size - 4x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: Erico
Head Fabricator: Erico Lenton
Material Standard Code: ASTM A706
Headed Bar Unique ID:
DIME Test ID: 2018-05-14-20-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 07/05/2018
Date Tested: 06/27/2018
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 100 Cycle-1 | 100 | #14 (43mm) | E14 D16 | 2.25 | 205427 | 91301 | necking okay | Brian |
| |
UTM
|
2000kip
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-20-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 07/05/2018
Date Tested: 06/27/2018
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | 100 | #14 (43mm) | E14 D16 | 2.25 | 207271 | 92120 | necking okay | Brian |
| |
UTM
|
2000kip
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-20-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 07/05/2018
Date Tested: 06/27/2018
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | 100 | #14 (43mm) | E14 D16 | 2.25 | 207736 | 92327 | necking okay | Brian |
| |
UTM
|
2000kip
|
Temperature
|
72 F
|
DIME Test ID: 2018-05-14-20-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 07/05/2018
Date Tested: 06/27/2018
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: necking okay
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 4 | 100 | #14 (43mm) | E14 D16 | 2.25 | 206371 | 91721 | necking okay | Brian |
| |
UTM
|
2000kip
|
Temperature
|
72 F
|