Summary for Test 2019-02-15-1-7

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 213284
DEA: 060V4604
EFIS: 0616000181
DIST-CO-RTE-PM06-FRE,MAD-99,99-Var,26.8
Award Date06/11/2018
Closeout Date12/04/2019
Work DescriptionBRIDGE DECK OVERLAYS AND JOINT SEALS.
Location DescriptionFRESNO AND MADERA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/19/2018)

Sample Information

Sample Taken Date02/15/2019 Sample Unique Key1
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 testing02/15/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes12 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 identifierNot set
Structure nameNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)1167897
Batch number1167897 Mix number1167897

Test Details

DIME Sample ID: 2019-02-15-1
DIME Test ID: 2019-02-15-1-7
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: 2019-03-01

Test Results


Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 03/01/2019
Curing history for Sample 1: 24 hr
Maximum applied load (P) for Sample 1: 1206 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: 603 psi
Curing history for Sample 2: 24 hrs
Maximum applied load (P) for Sample 2: 1215 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: 608 psi
Curing history for Sample 3: 24 hrs
Maximum applied load (P) for Sample 3: 1199 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: 600 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/1/2019