Summary for Test 2022-02-21-24-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 215518
DEA: 074W7704
EFIS: 0719000274
DIST-CO-RTE-PM07-LA-60-R0.6/R29.4
Award Date04/14/2021
Closeout Date10/06/2022
Work DescriptionMETHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date02/21/2022 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing02/22/2022 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 samplerQC Technician
Telephone number of sampler7076245467 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
Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)1388915
Batch Number1388915 Mix number1388915

Test Details

DIME Sample ID: 2022-02-21-24
DIME Test ID: 2022-02-21-24-5
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: 2022-05-13

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 04/29/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1460 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: 730 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1184 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: 592 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1490 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: 745 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 5/13/2022 ✔