Summary for Test 2022-03-21-11-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 993470 DEA: 032G2804 EFIS: 0321000078 |
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DIST-CO-RTE-PM | 03-ED-50-0.8/R1.9L |
Award Date | 02/03/2022 |
Closeout Date | 07/25/2022 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY. |
Location Description | EL DORADO COUNTY AT AND NEAR EL DORADO HILLS AT VARIOUS LOCATIONS FROM LATROBE ROAD UNDERCROSSING TO CARSON CREEK WESTBOUND ROUTE 50 OFF-RAMP |
QA Service Level | 1 (Verified on 12/28/2021) |
Sample Information
Sample Taken Date | 03/21/2022 | Sample Unique Key | 11 |
---|---|---|---|
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 | 03/21/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 10 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) | 1396065 |
---|---|---|---|
Batch number | 1396065 | Mix number | 1396065 |
Test Details
DIME Sample ID: 2022-03-21-11
DIME Test ID: 2022-03-21-11-5
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: 2022-05-17
Test Results
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 03/23/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1478 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: 739 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1468 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: 734 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1442 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: 721 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 5/17/2022 ✔