Test 2019-07-19-22-5 (CTM 551-August 2012) Summary

Project Information
Project IdentifiersProject ID: 211538
DEA: 043G59U4
EFIS: 0415000066
DIST-CO-RTE-PM04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4
Work DescriptionHMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT.
Location DescriptionALAMEDA AND SAN JOAQUIN COUNTIES ON ROUTE 580 FROM PATTERSON PASS ROAD OVERCROSSING TO GREENVILLE ROAD OVERHEAD AND FROM EDEN CANYON ROAD UNDERCROSSING TO STROBRIDGE AVENUE UNDERCROSSING ON ROUTE 205 FROM SAN JOAQUIN COUNTY LINE TO MIDWAY ROAD UNDERCROSSI
Sample Information
Sample Taken Date7/19/2019 Sample Unique Key22
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 testing8/20/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes33 totes From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers and Reichhold Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypePolyester Mfg. Lot Number(s)1195730
Batch number1195730 Mix number1195730
Test Details
DIME Sample ID: 2019-07-19-22
DIME Test ID: 2019-07-19-22-5
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: 2019-10-15
Test Results

Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 08/26/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1133 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: 566.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1157 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: 578.5 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1146 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: 573 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019