Summary for Test 2020-10-29-8-7
Test performed: ASTM D2628-91-re16Project Information
| Project Identifiers | Project ID: 213444 DEA: 060Q2804 EFIS: 0613000051 |
|---|---|
| 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 | 8 |
|---|---|---|---|
| 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) | 1120393 |
|---|---|---|---|
| Manufacturer(s) | Watson Bowman | Temperature | 72 |
| Humidity | 50 | Comments | |
| Joint Seal Size | 2.75" |
Test Details
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DIME Sample ID: 2020-10-29-8
DIME Test ID: 2020-10-29-8-7
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D2628-91-re16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Test Release Date: 2020-11-09
Test Results
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 11/09/2020
High or low tempurature: High
Temperature: 72 f
Humidity: 50 %
Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face ): 2.75 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ): 2.633 in
Percent Recovery: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2020 ✔