Test 2020-10-29-7-1 (CTM 673-July 2012) Summary

Project Information
Project IdentifiersProject ID: 213444
DEA: 060Q2804
EFIS: 0613000051
DIST-CO-RTE-PM06-KER-99,178-23.8/R28.4,0.1
Work DescriptionRECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM
Location DescriptionKERN 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
Sample Information
Sample Taken Date10/29/2020 Sample Unique Key7
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 testing11/3/2020
Sample typeQuality Assurance A brief description of the samplejoint seal
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byDavid Last name of sampler or witnessed bySimon
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameWatson Bowman Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM2 - Type B Elastomeric Joint Seal Mfg. Lot Number(s)1020393
Manufacturer(s)Watson Bowman Temperature72
Humidity50 Comments
Joint Seal Size2.75"
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 11/09/2020