Summary for Test 2026-03-18-9-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 1001375
DEA: 040A53T4
EFIS: 0421000155
COOP: 040A53TCM
DIST-CO-RTE-PM04-SOL-80-L1.8/L3.2
Award Date06/20/2025
Closeout DateNot set
Work DescriptionConstruct I-80 WB Truck Scales
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
QA Service Level1 (Verified on 07/10/2025)

Sample Information

Sample Taken Date03/18/2026 Sample Unique Key9
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 testing03/18/2026
Sample typeQuality Assurance A brief description of the sampleset of three 4x8 cylinders
The quantity of what the sample constitutes7 Cubic Yards From where was the sample collectedFabricator
First name of sampler or witnessed byStephen Last name of sampler or witnessed byHaynes
Title of samplerQuality Assurance Inspector Telephone number of sampler5105931179
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePinnacle Prestress, Inc. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSuisun Creek Bridge Bid Item3928516

Material Information

Material TypePrecast Concrete The concrete mix design numberSCC-NFA-9.84-FC8K REV060425A
The truck number from where the sample was collectedSecond truck overall 3rd load of concrete The batch plant ticket number from where the sample was collected0018098
Concrete batch plant The fabricator/manufacturer designation for the sample10C-15
A detailed description of where the material sample was collectedConcrete Sample from Wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-03-18-9
DIME Test ID: 2026-03-18-9-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-04-08

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/08/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 2429 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 105890 lb
Maximum load on cylinder 2: 107860 lb
Maximum load on cylinder 3: 110830 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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
Correction factor for cylinder 3: 1.00
Age of specimen: 21 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 8420.0 psi
Compressive strength of cylinder 2: 8580.0 psi
Compressive strength of cylinder 3: 8820 psi
Compressive strength (to nearest 10 psi): 8610 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
04-0A53T4_260318_21D_MG_METSpdf340.43 KB04/08/20262026-03-18-9-1   Info

Test was verified on 4/8/2026