Summary for Test 2022-02-08-47-1
Test performed: CTM 673-July 2012Project Information
Project Identifiers | Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 02/08/2022 | Sample Unique Key | 47 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/15/2022 |
Sample type | Quality Assurance | A brief description of the sample | Joint Seal |
The quantity of what the sample constitutes | 600' | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Simon |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Watson Bowman | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | SMTL TM2 - Type B Elastomeric Joint Seal | Mfg. Lot Number(s) | 0822125 |
---|---|---|---|
Manufacturer(s) | Watson Bowman | Temperature | 72 |
Humidity | 50 | Comments | |
Joint Seal Size | 5" |
Test Details
DIME Sample ID: 2022-02-08-47
DIME Test ID: 2022-02-08-47-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Test Release Date: 2022-03-23
Test Results
Input Type: Calculated
Tester's full name: Steven Paine
Date of test: 03/21/2022
UTM: NA
Temperature: 72 f
Humidity: 50 %
Spec Minimum Uncompressed Width: 5.02 in
Area (5 Times of the Height of Contact Face): 24.0975 sqin
Half of the Spec Minimum Uncompressed Width: 0 in
85 Percent of the Spec Minimum Uncompressed Width: 4.8195 in
3 Times of the Area: 0 sqin
4 Times of the Load at W1: 0 lbs
W1 (US Units): 4.26 in
W1 (Metric Units): 108.25 millimeters
W2 (US Units): 2.09 in
W2 (Metric Units): 53.15 millimeters
Satisfactory of MR of (US Units): 2.1696 in
Satisfactory of MR of (Metric Units): 55.11 millimeters
Optional W1 Measurement 1: 0 in
Optional W1 Measurement 2: 0 sqin
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/23/2022 ✔