Summary for Test 2023-05-18-72-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 994759
DEA: 120T1004
EFIS: 1222000002
DIST-CO-RTE-PM12-ORA-90,91-0.0-18.0
Award Date03/06/2023
Closeout Date01/03/2024
Work DescriptionTreat bridge, overlay with polyester concrete and replace joint seal.
Location DescriptionROUTE 90 AT ESPERANZA ROAD OVERHEAD AND ON ROUTE 91 FROM CARMENITA ROAD PEDESTRIAN OVERCROSSING TO COAL CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 04/28/2023)

Sample Information

Sample Taken Date05/18/2023 Sample Unique Key72
Date that the sample was received by the laboratory/organization performing the testing05/22/2023 Sample typeQuality Control
A brief description of the sample1 gallon can The quantity of what the sample constitutes10 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 identification943775
Linked DIME Sample ID943775 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)1472177
Batch Number1472177 Mix number1472177

Test Details

DIME Sample ID: 2023-05-18-72
DIME Test ID: 2023-05-18-72-5
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: 2023-07-14

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 05/31/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1588 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: 794 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1486 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: 743 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1548 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: 774 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 7/14/2023 ✔