Summary for Test 2020-06-22-32-1

Test performed: CTM 673-July 2012

Project Information

Project IdentifiersProject ID: 214625
DEA: 120R5404
EFIS: 1218000113
DIST-CO-RTE-PM12-ORA-5-1.6/33.1
Award Date02/27/2020
Closeout Date07/29/2021
Work DescriptionMethacrylate deck seal treatment and polyester concrete overlay
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY AT VARIOUS LOCATIONS FROM EL CAMINO REAL UNDERCROSSING TO MAIN STREET OVERCROSSING
QA Service Level1 (Verified on 06/16/2020)

Sample Information

Sample Taken Date06/22/2020 Sample Unique Key32
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 testing06/24/2020
Sample typeQuality Assurance A brief description of the sample3.75 elastomeric joint seal
The quantity of what the sample constitutes550 ft 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)2020256
Manufacturer(s)Watson Bowman Temperature72
Humidity50 Comments
Joint Seal Size3.75"

Test Details

DIME Sample ID: 2020-06-22-32
DIME Test ID: 2020-06-22-32-1
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: 2020-07-22

Test Results


Input Type: Calculated
Tester's full name: Steven Paine
Date of test: 07/14/2020
UTM: 11KIP
Temperature: 72 f
Humidity: 50 %
Spec Minimum Uncompressed Width: 3.88 in
Area (5 Times of the Height of Contact Face): 17.65 sqin
Half of the Spec Minimum Uncompressed Width: 0 in
85 Percent of the Spec Minimum Uncompressed Width: 3.53 in
3 Times of the Area: 0 sqin
4 Times of the Load at W1: 0 lbs
W1 (US Units): 3.28 in
W1 (Metric Units): 83.32 millimeters
W2 (US Units): 1.54 in
W2 (Metric Units): 39.05 millimeters
Satisfactory of MR of (US Units): 1.7429 in
Satisfactory of MR of (Metric Units): 44.27 millimeters
Optional W1 Measurement 1: 0 in
Optional W1 Measurement 2: 0 sqin
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/22/2020