Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994675 DEA: 07390204 EFIS: 0722000334
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47-0.4 / 2.1
Work Description: Bridge deck replacement with lightweight precast deck panels ultra high performance concrete. Also includes: replacement of seismic sensors, upgrades to median barrier, railings, fences and guard rails. New finger joints.
Location Description: RTE 47 between Terminal Island and San Pedro PM 0.4/2.1
Contractor Name: Skanska
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Sam Gallardo Structure Rep.: Sami Deeb
DIME Sample ID: 2026-08-06-35
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Verification
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 08/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2026
The quantity of what the sample constitutes: Stringer Beam Heat Number
A brief description of the sample: ASTM A709 QST W Shape W18x76x12
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fought & Company
DIME Test ID: 2026-08-06-35-1
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Flat Sample)
Verified Date: 10/27/2026
Date Tested: 10/27/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (213) 505-4213
General Comments for this Test: Sample 1 and 2 - Flange
Sample 3 and 4 - Web
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
4
|
| Sample | Heat Number | Width (in) | Area (sqin) | Stress at Offset (psi) | Tensile Strength (psi) | Total Elongation (%) | Tested By | | 1 | 625719 | 0.500 | 0.3175 | 70169 | 83984 | 33.55 | Acuren | | 2 | 625719 | 0.500 | 0.2840 | 71582 | 83709 | 34.45 | Acuren | | 3 | 625719 | 0.499 | 0.2250 | 70548 | 80586 | 29.88 | Acuren | | 4 | 625719 | 0.498 | 0.2236 | 70898 | 80381 | 29.88 | Acuren |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
DIME Test ID: 2026-08-06-35-2
Test Method: ASTM E18-20: Standard Test Methods for Rockwell Hardness of Metallic Materials (Hardness)
Verified Date: 10/27/2026
Date Tested: 10/27/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (213) 505-4213
General Comments for this Test: Flange
Test Result Compliance:
Additional Comments When Verified:
|
Sample No.
|
1A
|
|
Rocap Number
|
no data
|
|
Heat Number(s)
|
no data
|
|
Mfg. Lot Number
|
no data
|
|
Finish Coating
|
Plain
|
|
Product Markings
|
0
|
|
Size
|
0
|
|
Bolt Length
|
0
|
|
Hardness Reading Scale
|
B Scale
|
|
Hardness Reading Average
|
86.9
|
|
Spacing
|
Ok
|
DIME Test ID: 2026-08-06-35-3
Test Method: ASTM E23-18: Standard Test Methods for Notched Bar Impact Testing of Metallic Materials (Charpy Impact)
Verified Date: 10/27/2026
Date Tested: 10/27/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (213) 505-4213
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Temperature Required
|
20 oF
|
|
Minimum Energy Required
|
20 ftlb
|
|
Test Temperature 1
|
20 oF
|
|
Impact Energy 1
|
152 ftlb
|
|
Impact Energy 2
|
148 ftlb
|
|
Impact Energy 3
|
140 ftlb
|
|
Average Impact Energy
|
147 ftlb
|
|
Striker Radius
|
8
|
|
Value Exceeds The Machine Capacity?
|
No
|
DIME Test ID: 2026-08-06-35-5
Test Method: ASTM E18-20: Standard Test Methods for Rockwell Hardness of Metallic Materials (Hardness)
Verified Date: 10/27/2026
Date Tested: 10/27/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (213) 505-4213
General Comments for this Test: Web
Test Result Compliance:
Additional Comments When Verified:
|
Sample No.
|
1B
|
|
Rocap Number
|
no data
|
|
Heat Number(s)
|
no data
|
|
Mfg. Lot Number
|
no data
|
|
Finish Coating
|
Plain
|
|
Product Markings
|
0
|
|
Size
|
0
|
|
Bolt Length
|
0
|
|
Hardness Reading Scale
|
B Scale
|
|
Hardness Reading Average
|
no data0
|
|
Spacing
|
no data
|
DIME Test ID: 2026-08-06-35-6
Test Method: ASTM E415-21: Standard Test Method for Analysis of Carbon and Low-Alloy Steel by Spark Atomic Emission Spectrometry
Verified Date: 10/27/2026
Date Tested: 10/27/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (213) 505-4213
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Content, carbon
|
0.093 %
|
|
Content, Si
|
0.255 %
|
|
Content, Mn
|
0.94 %
|
|
Content, P
|
0.026 %
|
|
Content, S
|
0.022 %
|
|
Content, Cr
|
0.172 %
|
|
Content, Mo
|
0.047 %
|
|
Content, Al
|
0.0010 %
|
|
Content, Co
|
no data %
|
|
Content, Copper
|
0.286 %
|
|
Content, Nb
|
0.014 %
|
|
Content, Ti
|
0.0010 %
|
|
Content, V
|
0.0010 %
|
|
Content, Lead
|
no data %
|
|
Content, Boron
|
0.0006 %
|
|
Content, Fe
|
no data %
|
|
Content, Ni
|
0.167 %
|
