Summary for Test 2022-08-19-20-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 993193
DEA: 031H18U4
EFIS: 0321000106
DIST-CO-RTE-PM03-NEV-80-13.0/16.5
Award Date11/04/2021
Closeout Date12/14/2023
Work DescriptionROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY.
Location DescriptionNEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date08/19/2022 Sample Unique Key20
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 testing08/22/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQuality Control Manager Telephone number of sampler17076245467
Laboratory sample identification943121 Linked DIME Sample ID943121
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia 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)1422793
Batch number1422793 Mix number1422793

Test Details

DIME Sample ID: 2022-08-19-20
DIME Test ID: 2022-08-19-20-5
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: 2022-09-22

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 08/23/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1852 lb
Span length for Sample 1: 9 in
Break location for Sample 1: bond
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 926 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1664 lb
Span length for Sample 2: 9 in
Break location for Sample 2: bond
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 832 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1590 lb
Span length for Sample 3: 9 in
Break location for Sample 3: bond
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 795 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 9/22/2022