Summary for Test 2021-11-24-4-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 213406
DEA: 030F2504
EFIS: 0300000075
DIST-CO-RTE-PM03-YOL,SAC-80-R11.1/R11.7,M0.0/M0.5
Award Date08/21/2020
Closeout DateNot set
Work DescriptionSAC RIVER BOH (BRYTE BEND)
Location DescriptionSACRAMENTO AND YOLO COUNTIES IN WEST SACRAMENTO AND SACRAMENTO FROM 0.1 MILE WEST OF REED AVENUE UNDERCROSSING TO 0.1 MILE EAST OF SACRAMENTO RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 06/07/2018)

Sample Information

Sample Taken Date11/24/2021 Sample Unique Key4
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 testing11/24/2021
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 byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler17073309227
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

Material Information

Material TypePolyester Mfg. Lot Number(s)1374041
Batch number1374041 Mix number1374041

Test Details

DIME Sample ID: 2021-11-24-4
DIME Test ID: 2021-11-24-4-5
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: 2021-12-10

Test Results


Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 12/01/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 940 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: 470 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1206 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: 603 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1094 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: 547 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 12/10/2021