Summary for Test 2018-05-09-9-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212354 DEA: 044K8504 EFIS: 0417000378 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN,MTRN-1-22.8, 22.80 |
| Award Date | 06/21/2017 |
| Closeout Date | 12/16/2021 |
| Work Description | Giacomini Creek Bridge, Construct sheet pile wall, replace culvert |
| Location Description | ROUTE 1, AT POSTMILE 22.8, NEAR BOLINAS, AT 0.52 MILES NORTH OF HORSESHOE HILL RD., MARIN COUNTY SLIPOUT, CONSTRUCT SOLDIER PILE WALL |
| QA Service Level | 1 (Verified on 05/01/2017) |
Sample Information
| Sample Taken Date | 05/09/2018 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/04/2018 | Sample type | Quality Assurance |
| A brief description of the sample | 2 conc cylinders | The quantity of what the sample constitutes | 18 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jeremy |
| Last name of sampler or witnessed by | Light | Title of sampler | Structure Representative |
| Telephone number of sampler | 5103939273 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Shamrock |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 27 0122 | Structure name | Giacomini Gulch Bridge |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 4700 |
|---|---|---|---|
| The truck number from where the sample was collected | 1445 | The batch plant ticket number from where the sample was collected | 463082 |
| Concrete batch plant | Shamrock Petaluma | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | collected from chute | Where the material sample would have been placed if not sampled | pile 4 Abutment 1 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-05-09-9
DIME Test ID: 2018-05-09-9-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-06-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 06/06/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 0.00 in
Average diameter of cylinder 2: 0.00 in
Maximum load on cylinder 1: 0 lb
Maximum load on cylinder 2: 0 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): cylinders not able to test. they were laid down while wet .have a flat spot along side
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 0 in^2
Cross sectional area of cylinder 2: 0 in^2
Compressive strength of cylinder 1: 0.0 psi
Compressive strength of cylinder 2: 0.0 psi
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters): cylinders not able to test. they were laid down while wet .have a flat spot along side
Test was verified on 6/6/2018 ✔