Summary for Test 2021-08-09-9-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215444 DEA: 081H9314 EFIS: 0818000104 |
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DIST-CO-RTE-PM | 08-SBD,RIV-71-R0.0/R8.5,R0.0/R2.9 |
Award Date | 03/02/2021 |
Closeout Date | 01/18/2022 |
Work Description | SLAB REPLACEMENT (RSC) AND FURNISHED POLYESTER CONCRETE OVERLAY. |
Location Description | SAN BERNARDINO AND RIVERSIDE COUNTIES IN AND NEAR CHINO AND CHINO HILLS FROM LOS ANGELES COUNTY LINE TO 0.2 MILE SOUTH OF SANTA ANA RIVER BRIDGE |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 08/09/2021 | Sample Unique Key | 9 |
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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 | 08/09/2021 |
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 | 510-570-5540 |
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) | 1350314 |
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Batch number | 1350314 | Mix number | 1350314 |
Test Details
DIME Sample ID: 2021-08-09-9
DIME Test ID: 2021-08-09-9-5
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: 2021-08-26
Test Results
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 08/10/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1578 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: 789 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1560 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: 780 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1646 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: 823 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.
Test was verified on 8/26/2021 ✔