Summary for Test 2020-10-29-7-1
Test performed: CTM 673-July 2012Project Information
Project Identifiers | Project ID: 213444 DEA: 060Q2804 EFIS: 0613000051 |
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DIST-CO-RTE-PM | 06-KER-99,178-23.8/R28.4,0.1 |
Award Date | 10/03/2018 |
Closeout Date | 05/11/2023 |
Work Description | RECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM |
Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION |
QA Service Level | 1 (Verified on 12/13/2018) |
Sample Information
Sample Taken Date | 10/29/2020 | Sample Unique Key | 7 |
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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 | 11/03/2020 |
Sample type | Quality Assurance | A brief description of the sample | joint seal |
The quantity of what the sample constitutes | 1 | 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) | 1020393 |
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Manufacturer(s) | Watson Bowman | Temperature | 72 |
Humidity | 50 | Comments | |
Joint Seal Size | 2.75" |
Test Details
DIME Sample ID: 2020-10-29-7
DIME Test ID: 2020-10-29-7-1
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: 2020-11-09
Test Results
Input Type: Calculated
Tester's full name: Steven Paine
Date of test: 11/04/2020
UTM: 2KIP
Temperature: 72 f
Humidity: 50 %
Spec Minimum Uncompressed Width: 2.88 in
Area (5 Times of the Height of Contact Face): 14.3325 sqin
Half of the Spec Minimum Uncompressed Width: 0 in
85 Percent of the Spec Minimum Uncompressed Width: 2.8665 in
3 Times of the Area: 0 sqin
4 Times of the Load at W1: 0 lbs
W1 (US Units): 2.45 in
W1 (Metric Units): 62.18 millimeters
W2 (US Units): 1.22 in
W2 (Metric Units): 31.05 millimeters
Satisfactory of MR of (US Units): 1.2256 in
Satisfactory of MR of (Metric Units): 31.13 millimeters
Optional W1 Measurement 1: 0 in
Optional W1 Measurement 2: 0 sqin
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2020 ✔