Summary for Test 2021-11-17-5-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215702 DEA: 010J8804 EFIS: 0119000118 |
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DIST-CO-RTE-PM | 01-LAK-20,29,53-VAR |
Award Date | 05/27/2021 |
Closeout Date | 07/21/2022 |
Work Description | FURNISH & PLACE POLYESTER OVERLAY AND HOT MIX ASPHALT (TYPE A). |
Location Description | LAKE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/28/2021) |
Sample Information
Sample Taken Date | 11/17/2021 | Sample Unique Key | 5 |
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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 testing | 11/17/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 17073309227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1372368 |
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Batch number | 1372368 | Mix number | 1372368 |
Test Details
DIME Sample ID: 2021-11-17-5
DIME Test ID: 2021-11-17-5-5
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: Vendor Results
Date of test: 12/10/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1085.44 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: 542.72 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1148.89 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: 574.445 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1283.33 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: 641.665 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.
Test was verified on 12/10/2021 ✔