Summary for Test 2020-10-29-6-1

Test performed: CTM 673-July 2012

Project Information

Project IdentifiersProject ID: 213444
DEA: 060Q2804
EFIS: 0613000051
DIST-CO-RTE-PM06-KER-99,178-23.8/R28.4,0.1
Award Date10/03/2018
Closeout Date05/11/2023
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
QA Service Level1 (Verified on 12/13/2018)

Sample Information

Sample Taken Date10/29/2020 Sample Unique Key6
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 testing11/03/2020
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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)1220393
Manufacturer(s)Watson Bowman Temperature72
Humidity50 Comments
Joint Seal Size2.75"

Test Details

DIME Sample ID: 2020-10-29-6
DIME Test ID: 2020-10-29-6-1
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: 2.78 in
Area (5 Times of the Height of Contact Face): 13.9675 sqin
Half of the Spec Minimum Uncompressed Width: 0 in
85 Percent of the Spec Minimum Uncompressed Width: 2.7935 in
3 Times of the Area: 0 sqin
4 Times of the Load at W1: 0 lbs
W1 (US Units): 2.37 in
W1 (Metric Units): 60.13 millimeters
W2 (US Units): 1.2 in
W2 (Metric Units): 30.56 millimeters
Satisfactory of MR of (US Units): 1.164 in
Satisfactory of MR of (Metric Units): 29.57 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