Summary for Test 2022-08-08-49-1

Test performed: CTM 673-July 2012

Project Information

Project IdentifiersProject ID: 993183
DEA: 031H2704
EFIS: 0316000082
DIST-CO-RTE-PM03-YUB-70-R11.2/13.5
Award Date10/14/2021
Closeout DateNot set
Work DescriptionUPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location DescriptionYUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 08/16/2021)

Sample Information

Sample Taken Date08/08/2022 Sample Unique Key49
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 testing08/10/2022
Sample typeQuality Assurance A brief description of the sampleJoint Seal
The quantity of what the sample constitutes1 From where was the sample collectedJob Site
First name of sampler or witnessed byKaveh Last name of sampler or witnessed byAladini
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)I0HSA
Manufacturer(s)Watson Bowman Temperature72
Humidity50 Comments
Joint Seal Size1.75

Test Details

DIME Sample ID: 2022-08-08-49
DIME Test ID: 2022-08-08-49-1
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: 2022-09-06

Test Results


Input Type: Calculated
Tester's full name: Ruben Macias
Date of test: 08/23/2022
UTM: NA
Temperature: 72 f
Humidity: 50 %
Spec Minimum Uncompressed Width: 1.72 in
Area (5 Times of the Height of Contact Face): 9.1675 sqin
Half of the Spec Minimum Uncompressed Width: 0 in
85 Percent of the Spec Minimum Uncompressed Width: 1.8335 in
3 Times of the Area: 0 sqin
4 Times of the Load at W1: 0 lbs
W1 (US Units): 1.48 in
W1 (Metric Units): 37.48 millimeters
W2 (US Units): 0.8 in
W2 (Metric Units): 20.26 millimeters
Satisfactory of MR of (US Units): 0.6779 in
Satisfactory of MR of (Metric Units): 17.22 millimeters
Optional W1 Measurement 1: 0 in
Optional W1 Measurement 2: 0 sqin
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/6/2022