Summary for Test 2018-05-30-2-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212354 DEA: 044K8504 EFIS: 0417000378 |
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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 | 05/30/2018 | Sample Unique Key | 2 |
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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 | 06/04/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 24.5 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 | GG Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | 4201A |
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The truck number from where the sample was collected | 1435 | The batch plant ticket number from where the sample was collected | 463838 |
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 | Abut 1 pile cap |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-05-30-2
DIME Test ID: 2018-05-30-2-2
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: 2018-06-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 06/27/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 157041 lb
Maximum load on cylinder 2: 155449 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: 28.65 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 5481.4 psi
Compressive strength of cylinder 2: 5442.9 psi
Compressive strength (to nearest 10 psi): 5460 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 6/27/2018 ✔