Summary for Test 2018-06-25-5-1
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 | 06/25/2018 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 06/27/2018 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Test Samples |
| The quantity of what the sample constitutes | 15 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 |
Material Information
| Material Type | Concrete | The concrete mix design number | 4100A |
|---|---|---|---|
| The truck number from where the sample was collected | 1443 | The batch plant ticket number from where the sample was collected | 464886 |
| Concrete batch plant | Shamrock Petaluma | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | from chute | Where the material sample would have been placed if not sampled | Abutment 2 stem and wingwall |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-06-25-5
DIME Test ID: 2018-06-25-5-1
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: 2018-07-23
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: 07/23/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 162821 lb
Maximum load on cylinder 2: 164349 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): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5721.0 psi
Compressive strength of cylinder 2: 5774.7 psi
Compressive strength (to nearest 10 psi): 5750 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2018 ✔