Test 2018-12-12-4-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 211931
DEA: 043G6414
EFIS: 0416000348
DIST-CO-RTE-PM04-NAP-29-37.0
Work DescriptionSCOUR REPLACE BRIDGE
Location DescriptionNAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE
Sample Information
Sample Taken Date12/12/2018 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/19/2018
Sample typeAcceptance A brief description of the sample6 X 12 Concrete Cylinder
The quantity of what the sample constitutes30.0 CY From where was the sample collectedJob Site
First name of sampler or witnessed byNana Last name of sampler or witnessed byBudu
Title of samplerAssistant Structure Representative Laboratory sample identification
The fabricator/manufacturer/facility nameHarold Smith Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierBridge Deck Stage 3
Structure nameNapa River Bridge Calistoga
Material Information
Material TypeConcrete The concrete mix design numberCT1 P
The truck number from where the sample was collectedTruck No 124 The batch plant ticket number from where the sample was collected150155
Concrete batch plantHarold Smith St Helena The fabricator/manufacturer designation for the sampleHarold Smith
A detailed description of where the material sample was collectedBack of Pump Truck Where the material sample would have been placed if not sampledApproach Slab
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2018-12-12-4
DIME Test ID: 2018-12-12-4-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-01-09
Test Results

Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 01/09/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.03 in
Average diameter of cylinder 4: 6.02 in
Maximum load on cylinder 1: 157278 lb
Maximum load on cylinder 2: 163209 lb
Maximum load on cylinder 3: 160248 lb
Maximum load on cylinder 4: 161637 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.56 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Compressive strength of cylinder 1: 5543.8 psi
Compressive strength of cylinder 2: 5734.7 psi
Compressive strength of cylinder 3: 5610.9 psi
Compressive strength of cylinder 4: 5679.4 psi
Compressive strength (to nearest 10 psi):5640 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 4

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 4

Source: Partner Data Point File
Test graph for Cylinder Code 3 of 4

Source: Partner Data Point File
Test graph for Cylinder Code 4 of 4

Test was verified on 01/09/2019