Summary for Test 2022-09-12-66-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 993869
DEA: 061E1904
EFIS: 0621000224
DIST-CO-RTE-PM06-FRE,TUL-41,137,168-Var
Award Date07/21/2022
Closeout Date02/26/2024
Work DescriptionBRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY.
Location DescriptionFRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/06/2022)

Sample Information

Sample Taken Date09/12/2022 Sample Unique Key66
Date that the sample was received by the laboratory/organization performing the testing09/14/2022 Sample typeQuality Control
A brief description of the sample1 gallon can The quantity of what the sample constitutes21 Totes
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 identification943758
Linked DIME Sample ID943758 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
Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)1428611
Batch Number1428611 Mix number1428611

Test Details

DIME Sample ID: 2022-09-12-66
DIME Test ID: 2022-09-12-66-5
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: 2023-03-29

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 11/18/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1558.2 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: 779.1 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1654.2 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: 827.1 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1610.8 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: 805.4 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 3/29/2023 ✔