Summary for Test 2019-06-12-2-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 213937
DEA: 023H8004
EFIS: 0218000037
DIST-CO-RTE-PM02-SIS-5,96-VAR
Award Date04/08/2019
Closeout Date12/04/2019
Work DescriptionREPLACE POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE, MGS.
Location DescriptionSISKIYOU COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/03/2019)

Sample Information

Sample Taken Date06/12/2019 Sample Unique Key2
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 testing06/12/2019
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 byChris Last name of sampler or witnessed byNunes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik bond and Reichhold 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)1189324
Batch number1189324 Mix number1189324

Test Details

DIME Sample ID: 2019-06-12-2
DIME Test ID: 2019-06-12-2-5
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: 2019-07-01

Test Results


Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1320 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: 660 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1180 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: 590 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1102 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: 551 psi
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers test results

Test was verified on 7/1/2019