Summary for Test 2021-12-03-9-5

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 Date12/03/2021 Sample Unique Key9
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 testing12/03/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes1 Tanker 18 Totes 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)1376734
Batch number1376734 Mix number1376734

Test Details

DIME Sample ID: 2021-12-03-9
DIME Test ID: 2021-12-03-9-5
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: 2021-12-27

Test Results


Input Type: Measured
Tester's full name: Vendor Results
Date of test: 12/27/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1183.55 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 591.774 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1140.14 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 570.072 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1118.13 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 559.063 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results.

Test was verified on 12/27/2021