Summary for Test 2021-10-06-6-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 215397
DEA: 042Q0504
EFIS: 0418000413
DIST-CO-RTE-PM04-SCL-87,101,680-Var
Award Date02/18/2021
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND TREAT BRIDGE DECKS.
Location DescriptionSANTA CLARA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date10/06/2021 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 testing10/06/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes1 tanker From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler707-330-9227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypePolyester Mfg. Lot Number(s)1364594
Batch number1364594 Mix number1364594

Test Details

DIME Sample ID: 2021-10-06-6
DIME Test ID: 2021-10-06-6-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Test Release Date: 2021-10-15

Test Results


Input Type: Measured
Tester's full name: Vendors Results
Date of test: 10/15/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1495.57 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 747.787 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1719.24 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 859.622 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1623.33 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 811.665 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results

Test was verified on 10/15/2021