Summary for Test 2018-07-19-20-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211777 DEA: 04209504 EFIS: 0412000116 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN,SON-1-50.2/50.5,0.0/0.2 |
| Award Date | 01/04/2017 |
| Closeout Date | 10/21/2019 |
| Work Description | REPLACE ESTERO BRIDGE AND REALIGN APPROACHING ROADWAY; Bridge No. 27-0121 |
| Location Description | MARIN AND SONOMA COUNTIES NEAR VALLEY FORD FROM 0.4 MILE SOUTH OF ESTERO AMERICANO BRIDGE TO 0.2 MILE NORTH OF ESTERO AMERICANO BRIDGE |
| QA Service Level | 1 (Verified on 01/17/2017) |
Sample Information
| Sample Taken Date | 07/19/2018 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Keith |
| Last name of sampler or witnessed by | Iwamoto | Title of sampler | CALTRANS METS QA INSPECTOR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 161419 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3172GG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | not given | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-07-19-20
DIME Test ID: 2018-07-19-20-1
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: 2018-07-25
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/25/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 108942 lb
Maximum load on cylinder 2: 111130 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3827.9 psi
Compressive strength of cylinder 2: 3931.0 psi
Compressive strength (to nearest 10 psi): 3880 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 7/25/2018 ✔