Summary for Test 2019-07-19-22-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 211538 DEA: 043G59U4 EFIS: 0415000066 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4 |
| Award Date | 10/24/2016 |
| Closeout Date | 12/17/2019 |
| Work Description | HMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT. |
| Location Description | ALAMEDA 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 |
| QA Service Level | 1 (Verified on 09/02/2016) |
Sample Information
| Sample Taken Date | 07/19/2019 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 08/20/2019 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 33 totes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Nunes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik 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 Type | Polyester | Mfg. Lot Number(s) | 1195730 |
|---|---|---|---|
| Batch number | 1195730 | Mix number | 1195730 |
Test Details
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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 ✔