Summary for Test 2025-09-05-37-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 994525
DEA: 031H9904
EFIS: 0317000043
DIST-CO-RTE-PM03-PLA,NEV-80-68.3/69.7,0.0/R2.7
Award Date11/07/2023
Closeout DateNot set
Work DescriptionRDWY EXC, PLACE HMA & JPCP, SLAB REPLACEMENT & POLYESTER CONC OVERLAY.
Location DescriptionPLACER AND NEVADA COUNTIES NEAR KINGVALE FROM 0.3 MILE WEST OF TROY UNDERCROSSING TO 0.2 MILE EAST OF SODA SPRINGS OVERCROSSING
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date09/05/2025 Sample Unique Key37
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 testing09/08/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes17 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 sampler7076245467
Laboratory sample identification25-142 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number180KBP
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)ET5I01451
Batch NumberET5I01451 Mix numberET5I01451

Test Details

DIME Sample ID: 2025-09-05-37
DIME Test ID: 2025-09-05-37-5
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: 2025-09-19

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 09/19/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1158 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: 579 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1032 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: 516 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1432 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: 716 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/19/2025